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AMBITRANS INGENIEROS CONSULTORES LTDA.

INGENIERÍA ALEMANA S.A.

ESTUDIO DE IMPACTO VIALPROYECTO

“CENTRO DE PRODUCCIÓN DE SUSTRATOS ORGÁNICOS PULLIHUE - CEPROS”COMUNA DE MAIPÚ

INFORME

OCTUBRE DE 2005

Araucanía Nº 7648 / 28, La Florida. Santiago – Chile. Fono: (56-2) 454 16 15 – Fax: (56-2) 454 45 66Email: [email protected] – Web: www.ambitrans.tk

E1286v. 2

Proyecto Pullihue - Cepros


“CENTRO DE PRODUCCIÓN DE SUSTRATOS ORGÁNICOSPULLIHUE - CEPROS”COMUNA DE MAIPÚ

1. INTRODUCCIÓN................................................................................................................. 31.1 Generalidades........................................................................................................31.2 Descripción general del proyecto........................................................................4

1.2.1 Definición..................................................................................................41.2.2 Vida útil del proyecto y cronograma de actividades.............................4

1.3 Flujos de proyecto................................................................................................51.3.1 Etapa de construcción.............................................................................51.3.2 Etapa de operación..................................................................................5

1.4 Acceso al área de proyecto..................................................................................71.5 Tipos de camiones a utilizar en el transporte.....................................................71.6 Horario de operación............................................................................................7

2. ÁREA DE INFLUENCIA Y RUTA DE TRANSPORTE........................................................82.1 Área de Influencia.................................................................................................82.2 Ruta de Transporte...............................................................................................8

3. OBJETIVO ESPECÍFICO Y ALCANCE DEL ESTUDIO...................................................10

4. METODOLOGÍA...............................................................................................................10

5. LÍNEA DE BASE...............................................................................................................115.1 Oferta vial presente.............................................................................................11

5.1.1 Descripción de la situación actual........................................................11

6. ANALISIS DE IMPACTO VIAL.........................................................................................296.a) Definición de los Impactos a Evaluar...............................................................296.b) Metodología Básica...........................................................................................296.c) Área de Influencia del impacto vial...................................................................306.d) Períodos de Análisis..........................................................................................306.e) Flujo Horario de Análisis...................................................................................316.f) Generación del Tráfico de Proyecto.................................................................326.g) Estimación de Niveles de Servicio...................................................................33

6.g.1) Modelación de Intersecciones aisladas..............................................34

7. IDENTIFICACIÓN DE CONFLICTOS VIALES.................................................................39

8. ANÁLISIS DE LOS RESULTADOS Y CONCLUSIONES.................................................40

9. MEDIDAS DE MITIGACIÓN PROPUESTAS POR EL TITULAR DEL PROYECTO........42

10. ESQUEMA FÍSICO Y OPERATIVO................................................................................43

ANEXOS: Anexo 1: Mediciones de tránsitoAnexo 2A: Modelación SIDRA año 2005Anexo 2B: Modelación SIDRA años 2007 y 2012

Estudio de Impacto Vial - Informe Octubre de 20052



“CENTRO DE PRODUCCIÓN DE SUSTRATOS ORGÁNICOSPULLIHUE - CEPROS”COMUNA DE MAIPÚ

1. INTRODUCCIÓN1.1 Generalidades

El presente estudio se realiza por encargo de la Empresa Consultora Ingeniería Alemana S.A. y tiene como objetivo determinar el efecto que pueda producir sobre la vialidad del área de influencia directa del proyecto, el aumento del flujo vehicular asociado a las etapas de construcción y operación del “Centro de Producción de Sustratos Orgánicos Pullihue (Cepros)”, cuya ubicación será al interior de los terrenos pertenecientes a la Escuela de Agronomía de la Universidad de Chile, en Rinconada de Maipú, comuna de Maipú, Provincia de Santiago, Región Metropolitana.

Por tratarse de un proyecto no residencial, ubicado en un sector prácticamente rural de la comuna de Maipú y además ser generador de una baja cantidad de vehículos por hora, no es posible encasillarlo claramente dentro la clasificación de los EISTU, razón por la cual se opta por efectuar un estudio vial que incluya un diagnóstico exhaustivo de las situaciones actual y futura de las vías involucradas, acorde con lo estipulado en el Artículo 7.1.5 del PRMS, que dice relación con la necesidad de realizar un estudio de “Factibilidad para la Vialidad y el Transporte”, cuando un proyecto genere una cantidad superior a 100 vehículos diarios. Este requerimiento queda perfectamente argumentado en un “Estudio de Impacto Vial (EIV)” pues permite además, verificar aspectos relacionados con la seguridad y la capacidad de las vías, así como también entregar niveles de servicio, grados de saturación y en general índices de congestión.

En ese contexto, se han desarrollado diversas actividades en terreno y gabinete, tendientes a estimar el funcionamiento actual y futuro del tránsito de las vías que componen la ruta de transporte, como son mediciones de flujos vehiculares en intersecciones relevantes, un completo catastro de señalización y seguridad vial del camino, modelación de intersecciones aisladas y la determinación de los puntos sensibles a conflictos viales.

En la modelación de las intersecciones se analiza la situación base y con proyecto para distintos cortes temporales, estableciendo el grado de impacto vial generado por el proyecto, en función de las variaciones que experimentan los índices de congestión y niveles de servicio al incorporar los nuevos flujos.



1.2 Descripción general del proyecto1.2.1 Definición

El proyecto consiste en la construcción y operación de un centro de producción de sustratos agrícolas a partir del compostaje de residuos orgánicos, mayoritariamente de tipo agroindustrial e industrial, con una capacidad máxima de procesamiento de 18.000 toneladas por mes. Estará emplazado en un terreno de aproximadamente 50 hectáreas de superficie, de las cuales 23 serán destinadas a una franja perimetral y el resto a acopios de materiales y en una menor parte a instalaciones e infraestructura.

Los residuos orgánicos serán entregados en la Planta Cepros por generadores particulares, o transportistas contratados por ellos, en equipos o vehículos adecuados que cumplan cabalmente con la legislación vigente, especialmente en lo que se refiere al transporte de cargas y residuos.

Para acceder desde la entrada del Fundo Rinconada de la Universidad de Chile hasta la zona de descarga de materias primas en el área de proyecto, se proyecta la construcción de un camino pavimentado en asfalto de 7 m de ancho y el mejoramiento del puente de cruce sobre un canal de regadío, para facilitar el paso de camiones y maquinaria. Las otras vías proyectadas dentro del predio corresponden a caminos secundarios con tráfico reducido, por lo que serán compuestas de suelo perfilado y compactado.

También se prevé, al interior del recinto, la construcción de un área de estacionamiento para el personal y visitas, con capacidad para 10 vehículos livianos en una superficie pavimentada de 240 m2. Para estacionar los camiones se dispondrá de una superficie de 900 m2, de material granular compactado.

1.2.2 Vida útil del proyecto y cronograma de actividades

La vida útil del proyecto será a 20 años, a partir de Marzo del año 2006 y considera tres etapas de desarrollo: Construcción, Operación y Cierre, de acuerdo a la siguiente tabla:



Tabla Nº 1Cronograma de actividades

Fuente: EIA Centro de Producción de Sustratos Orgánicos Pullihue. CEPROS

1.3 Flujos de proyecto1.3.1 Etapa de construcción

Durante la Etapa de Construcción se desarrollarán todas las obras que permitan habilitar la infraestructura necesaria para llevar a cabo las labores propias del proyecto. Esta incluye dos fases que se diferencian una de la otra por la superficie empleada y la capacidad de procesamiento, lo cual incide directamente en la cantidad de residuos a recepcionar y, por ende en el transporte.

Fase 1: Considera una recepción de 9.000 ton/mes de residuos orgánicos.

Fase 2: Considera una recepción de 18.000 ton/mes de residuos orgánicos.

En esta etapa, el transporte corresponderá principalmente al necesario para la provisión de materiales, equipos, combustibles y otros suministros. Este transporte se realizará básicamente en camiones tipo semiremolques, estimándose un flujo de 10 viajes diarios (equivalente a 1 vehículo pesado cada hora) durante 3 meses, período que durará la obra. Respecto del transporte de la mano de obra que se empleará en esta etapa, se contempla la utilización de minibuses (8 a 11 personas), realizando un promedio de 6 viajes por día.

1.3.2 Etapa de operación

Comprende el período durante el cual se realizarán todas aquellas acciones y actividades relacionadas con la recepción, procesamiento, venta y despacho de los sustratos producidos a partir de los residuos orgánicos ingresados, actividades que se llevarán a efecto durante toda la vida útil del proyecto con una recepción total de 18.000 toneladas por mes.



La tabla Nº 2 que muestra a continuación, presenta el flujo vehicular promedio para esta etapa, considerando un procesamiento de 9.000 ton/mes. La tabla Nº 3 por su parte, muestra el flujo vehicular promedio considerando un procesamiento de 18.000 ton/mes.

Tabla Nº 2Flujo vehicular promedio del proyecto

FASE 1 (Procesamiento: 9.000 ton/mes)

Tabla Nº 3Flujo vehicular promedio del proyecto

FASE 2 (Procesamiento: 18.000 ton/mes)



1.4 Acceso al área de proyecto

El acceso a la Planta Cepros se realizará principalmente a través de la Ruta 78 (Autopista del Sol) y la Ruta G-260 (Camino a Rinconada) hasta el acceso a la Universidad de Chile, para luego continuar aproximadamente en 250 metros hacia el norte, hasta la intersección con el camino de fundo que empalma por el costado derecho (portón metálico), que constituye el acceso directo hacia el predio donde se ubicará la el proyecto.

1.5 Tipos de camiones a utilizar en el transporte

Los vehículos a utilizar, de acuerdo a las cargas señaladas en las tablas Nº 2 y 3, serán camiones simples de dos ejes (CS2E) para el transporte de insumos y camiones simples de más de dos ejes (CS+2E) para el transporte de residuos orgánicos y productos.

1.6 Horario de operación

La operación del proyecto será de Lunes a Domingo en horario continuado. Para la recepción de residuos se permitirá el ingreso durante las 24 horas del día y sólo se limitará el horario para las labores administrativas y/o de ventas.



2. ÁREA DE INFLUENCIA Y RUTA DE TRANSPORTE2.1 Área de Influencia

Desde el punto de vista vial, el área de influencia directa del proyecto corresponde al conjunto de vías e intersecciones que forman parte de la trayectoria comprendida entre la Planta Cepros y la conexión con un camino principal como es la Autopista del Sol, incluyendo especialmente la Ruta G-260 (Camino a Rinconada) hasta el acceso a la Universidad de Chile, vía pública que constituye la única conexión posible con el sector donde se instalará el proyecto (ver lámina 1).

2.2 Ruta de Transporte a) Transporte desde la Planta Cepros

Planta CEPROS Camino Pavimentado de 7 m de ancho (proyectado por Cepros) Camino de acceso a U. de Chile Ruta G-260 Camino Rinconada de Maipú hacia el oriente Viraje en U en Rotonda frente a calle Antofagasta Ramal Nororiente Enlace Rinconada, subida a Autopista del Sol Autopista del Sol hacia Santiago

b) Transporte hacia la Planta Cepros Autopista del Sol desde Santiago Lazo Surponiente Enlace Rinconada Camino Rinconada hacia el oriente Rotonda frente a calle Antofagasta Ruta G-260 Camino Rinconada de Maipú hacia el poniente Camino de acceso a U. de Chile Camino Pavimentado de 7 m de ancho (proyectado por Cepros) Planta CEPROS




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3. OBJETIVO ESPECÍFICO Y ALCANCE DEL ESTUDIO

El objetivo específico de este estudio es estimar, de la mejor forma, el grado de impacto vial que pueda generar la incorporación del nuevo flujo vehicular sobre el área de influencia directa anteriormente definida, determinando en forma cuantitativa y cualitativa los efectos sobre la capacidad y niveles de servicio de las vías involucradas. Para ello se requiere analizar básicamente de los siguientes temas:

a) Línea de Base: Considera la descripción detallada de las características más importantes de la Oferta y Demanda vial presentes y la determinación de los Niveles de Servicio actuales.

b) Situación con proyecto: El flujo vehicular que generará el proyecto será asignado a los períodos punta obtenidos cada intersección, para lo cual se considerará que se mantienen invariables las características de la oferta vial presente. Luego se estimarán los niveles de servicio para la situación con proyecto.

c) Análisis de Impacto Vial: Tomando en cuenta las probables diferencias que se produzcan entre los niveles de servicio y grados de saturación de las situaciones actual y con proyecto, se evaluará la magnitud del impacto vial y se propondrán las medidas de mitigación que permitan hacer efectivo el transporte que se plantea.

4. METODOLOGÍA

Tanto el transporte de productos como de personal hacia y desde la Planta Cepros, generarán un flujo vehicular adicional al actual en las vías analizadas. En conformidad con los objetivos planteados en el punto 3 de este informe, se determina en primer lugar la Línea de Base, que da a conocer las principales características de la oferta y demanda vial presentes.

La oferta vial, corresponde a las condiciones físicas y de operación que ofrecen las vías a los usuarios, entre las cuales destacan la capacidad y el nivel de servicio, las características de la calzada (tipo y ancho), número de pistas de circulación, sentidos de tránsito, tipo y estado del pavimento, geometría en planta y alzado, regulación en intersecciones, etc. La demanda vial, se refiere a la cuantificación (volumen) y caracterización de los distintos tipos de vehículos que utilizan las vías.

En base a estas características y apoyándose en el Software de Simulación de Tráfico SIDRA (modelación de intersecciones aisladas), se determina el nivel de servicio de la situación actual, como una referencia útil para el análisis comparativo entre las situaciones base y con proyecto.



Finalmente, se presentan las principales conclusiones y recomendaciones para mitigar los posibles impactos que se puedan producir sobre la vialidad actual.

5. LÍNEA DE BASE 5.1 Oferta vial presente

En las visitas a terreno realizadas con fechas 14 y 15 de Septiembre de 2005, se efectuó un completo recorrido a lo largo de la ruta de transporte planteada, recopilando la información necesaria para describir y analizar sus principales características físicas y de operación. La descripción se realiza a partir de un punto arbitrario asignado con el Km 0.00, ubicado a 460 m al poniente de la intersección Ruta G-260 / Acceso a la Universidad de Chile.

La elección de dicho punto responde a la existencia de un sector sensible a conflictos viales, que se ubica al poniente de la intersección, en medio de una curva horizontal a la izquierda, donde el trazado del camino es adyacente y muy cercano al río Mapocho y donde además existe abundante señalización caminera que marca el inicio de la zona de influencia vial de la escuela pública que actualmente se ubica frente al acceso a la Escuela de Agronomía de la Universidad de Chile.

Es así como la descripción se inicia en el Km. 0,00, avanzando por el Camino a Rinconada hacia el oriente, hasta llegar a la semi-rotonda ubicada frente a calle Antofagasta en la Comuna de Maipú. Los kilometrajes, se obtienen del odómetro del vehículo utilizado para este trabajo.

5.1.1 Descripción de la situación actual

km 0,000: inicio del trayecto.

km 0,100: costado derecho, señal preventiva “Zona de escuela”, en buenas condiciones, pero rayada levemente.

km 0,110: costado derecho, señal preventiva “Peligro niños en la vía” en buen estado estructural, pero rayada. En este punto finaliza una defensa caminera ubicada al costado derecho del camino. Por el costado izquierdo existe una acera peatonal pavimentada.

km 0,150: costado derecho, señal reglamentaria “30 km/hr” en buen estado estructural, pero rayada.



km 0,200: costado derecho, señal preventiva “Curva a la derecha”, en buen estado estructural, pero rayada. Hay acera peatonal por el costado izquierdo solamente.

km 0,250: costado derecho, señal preventiva “Zona de escuela”, en buen estado.

km 0,250: costado izquierdo, señal reglamentaria “60 km/hr” en buen estado de conservación.

km 0,300: la acera peatonal continúa por el costado izquierdo, donde además empieza una defensa caminera.

km 0,320: costado derecho, señal preventiva “Proximidad paso de cebra” en buen estado estructural, pero rayada. Continúan la vereda y la defensa caminera por el costado izquierdo.

km 0,350: Se inicia una valla peatonal a ambos costados del camino y una acera peatonal por el costado derecho, por la cercanía a la Escuela Pública E-270 ”Reino de Dinamarca”, que imparte enseñanza básica y media.

km 0,420: inicio de tachas por el centro de la calzada que advierten sobre la existencia de un cruce peatonal, el cual posee en cada costado balizas destellantes que se encuentran en mal estado de conservación. Al costado derecho hay un paradero de bus en regular estado.

km 0,460: se ubica la intersección Ruta G-260 / Acceso a Universidad de Chile. En este punto, que es donde está el camino de acceso hacia la Escuela de Agronomía de la Universidad de Chile y la Escuela de Suboficiales del Ejército, diariamente se instalan conos reflectantes al centro de la calzada, complementados con la presencia de personal vestido de amarillo reflectante, que colabora en el control del tránsito y que es un aporte de la empresa Coinca, también usuaria de la ruta G-260. Los controladores de tránsito trabajan desde las 7:30 hasta las 14 horas y desde las 17 hasta las 19:30 horas de cada día laboral. Este sistema de control funciona desde hace 2 años y se ha logrado que los conductores conozcan su existencia y respeten eficazmente la señalización vial del sector, reduciendo, en la mayoría de los casos, la velocidad frente a la escuela.

Averiguaciones efectuadas en la Corporación Municipal de Maipú, indican que en el corto plazo la escuela será trasladada del lugar donde funciona en la actualidad.

La intersección está regulada mediante un signo “PARE”, que enfrenta a los flujos que convergen al Camino Rinconada desde el acceso U. de Chile. Además, en este sector hay vallas peatonales a todo lo largo de la intersección, salvo frente al paradero de bus existente, que se encuentra en regular estado de conservación.



km 0,500: costado izquierdo, señal preventiva “Proximidad paso de cebra”, en buen estado de conservación.

km 0,510: costado derecho, señal reglamentaria “60 km/hr” rayada, en regular estado.

km 0,520: costado izquierdo, señal preventiva “Peligro niños en la vía” en mal estado de conservación.

km 0,550: costado derecho, señal preventiva “Curva a la derecha”, en buen estado estructural pero completamente rayada.

km 0,600: costado izquierdo, señal informativa “Escuela de Suboficiales Quebrada de la Plata (flecha a la derecha)”, en buen estado. Por la presencia de la curva a la derecha, hay demarcación central continua y en los bordes, pero esta última poco visible.

km 0,650: costado izquierdo, señal preventiva “Zona de escuela” en buen estado estructural, pero rayada. Hay una vereda por el costado derecho que se inicia en la zona de la escuela.

km 0,750: costado izquierdo, comienza una defensa caminera sobre la cual se han dispuesto 15 a 20 delineadores tipo “Chevron”. Están ubicados cada 10 m y completamente rayados.

km 0,900: costado derecho, señal preventiva “Puente Angosto”, en buen estado estructural, pero completamente rayada. La defensa caminera y la acera peatonal finalizan en este kilómetro.

Unos metros más adelante se encuentra una señal informativa “Puente Rinconada”, en buen estado de conservación. Por el costado izquierdo hay una señal preventiva “Curva a la izquierda” en buen estado de conservación, pero rayada.

km 1,000: inicio del puente Rinconada sobre el Río Mapocho. Hay defensa caminera sólo al costado izquierdo del acceso al puente. El puente es angosto, con pasillos peatonales de 0.60 m y pavimento de asfalto de 6 m de ancho. No cuenta con iluminación.

Km 1,000: Costado derecho, señal reglamentaria “40 km/hr” completamente rayada y con poste de madera.

km 1,200: Fin del puente Rinconada. A la salida hay defensa caminera a ambos costados del camino.

km 1,225: costado derecho, se ubica el acceso al terminal de buses Lourdes, inmediatamente a la salida del puente Rinconada. El acceso está regulado por una señal “Pare” y unos metro más



adelante comienza la defensa caminera por el costado derecho.

km 1,225: Costado izquierdo, señal informativa “Puente Rinconada”, rayada.

km 1,250: costado izquierdo, inicio de defensa caminera.

km 1,280: costado derecho, fin de defensa caminera.

km 1,300: costado derecho, inicio de defensa caminera, señalizada con delineadores verticales tipo “Chevron”.

km 1,350: costado izquierdo, señal reglamentaria “40 km/hr” en buen estado de conservación, pero con poste de madera. Finaliza la defensa caminera del costado izquierdo, iniciándose nuevamente unos metros más adelante.

km 1,420: finaliza la defensa caminera del costado izquierdo.

km 1,450: finaliza la defensa caminera del costado derecho.

Km 1,500: costado izquierdo, nuevamente se inicia la defensa caminera, en una longitud aproximada de 30 m y en mal estado de conservación.

km 1,520: costado derecho, señal preventiva “curva a la derecha” en buen estado estructural, pero rayada. La defensa caminera del costado izquierdo tiene el último módulo de 4 m deteriorado.

La demarcación central presenta buen estado de conservación, pero no hay líneas de borde. La calzada es muy estrecha, no hay bermas ni espacios para estacionar, salvo en lugares puntuales donde hay ensanches menores.

km 1,600: costado derecho, señal informativa “J. Olivares (flecha a la izquierda) y Maipú (flecha hacia arriba)” con doble poste. Está en buen estado estructural, pero rayada.

km 1,600: Fin de la defensa caminera del costado izquierdo.

km 1,630: intersección Camino Rinconada (Ruta G-260) / acceso a población Joaquín Olivares. Hay una señal reglamentaria “Pare”, en buen estado de conservación, para los flujos que se integran al Camino Rinconada desde J. Olivares. La intersección cuenta con islas canalizadoras de flujos limitadas con soleras y varias señales que regulan la intersección, la mayoría en mal estado, con los postes doblados o sin placa.



En este sector hay línea continua por el centro y el pavimento asfáltico es de 6 m de ancho.

km 1,700, a partir de este kilómetro la faja vial es más amplia y se genera un espacio de unos 3 m de ancho al costado derecho, que puede considerarse como una berma no pavimentada. La demarcación del pavimento sigue con línea continua al centro y en los bordes no existe demarcación.

km 1,730: costado izquierdo, señal informativa con doble poste que indica “Población Joaquín Olivares (flecha diagonal hacia arriba)”. Presenta buen estado estructural, pero rayada.

km 1,750: costado izquierdo, señal preventiva “Curva a la izquierda” en mal estado, presenta el poste doblado y la placa rayada.

km 1,800: costado derecho, paradero de buses en mal estado.

km 1,850: Fin de la demarcación central continua e inicio de un tramo recto con línea central segmentada. No hay demarcación de bordes.

km 1,900: costado izquierdo, señal preventiva “Zona de escuela” en buen estado estructural, pero rayada.

km 2,700: costado izquierdo, paradero de bus en mal estado de conservación. El perfil transversal del camino es amplio y hay espacios laterales donde se puede estacionar. El trazado es recto y plano, mientras que el pavimento de la calzada presenta buen estado, 6 m de ancho y demarcación central segmentada.

km 2,900: Puente sin nombre, con defensa caminera en los accesos. Presenta buen estado de conservación y no tiene restricciones ni de ancho ni de peso. Hay delineadores verticales en los extremos.

km 3,260: finaliza la línea segmentada al centro y comienza la línea continua en un sector de curva a la izquierda que se desarrolla a continuación. Al costado derecho hay una señal preventiva “Curva a la izquierda” en buenas condiciones estructurales, pero rayada.

km 3,350: costado derecho, comienza una defensa caminera que se encuentra en regulares condiciones.

km 3,390: costado derecho, señal reglamentaria “Prohibido estacionar y detenerse” en buen estado estructural, pero rayada.



km 3,400: costado derecho, se ubica un acceso a un terminal de locomoción colectiva. Finaliza la defensa caminera del costado derecho.

Esta intersección se encuentra regulada por señal reglamentaria “Ceda el paso” que enfrenta a los vehículos que salen del recinto. Hay también una señal reglamentaria “No entrar”, que enfrenta a los vehículos que se desplazan de oriente a poniente. La señal está completamente rayada y pintada de color azul.

km 3,500: costado izquierdo, señal preventiva “Curva a la derecha”, en regular estado de conservación estructural, pero rayada.

km 3,550: finaliza la línea central continua y comienza la línea central segmentada.

km 3,600: costado izquierdo, señal reglamentaria “60 km/hr” en malas condiciones.

km 3,650: costado derecho, señal preventiva “Convergencia de caminos”, refiriéndose al lazo surponiente del Enlace Rinconada, que permite bajar desde la Autopista del Sol. La señal se encuentra en regular estado de conservación.

En este kilómetro finaliza la línea central segmentada y comienza la demarcación central continua, por el ingreso a la zona urbana de Maipú

km 3,800: En el entorno al paso inferior, hay varias señales. Al costado izquierdo, señal informativa “Rinconada”, en buen estado estructural, pero rayada.

Km 3,830: costado izquierdo, señal informativa “Escuela de Suboficiales del Ejército (flecha hacia arriba)”, en buenas condiciones, pero rayada.

Un poco más adelante, al costado derecho, se ubica el lazo surponiente del enlace Rinconada, que baja desde la Autopista del Sol. Este elemento está dotado de defensa caminera a todo lo largo del costado izquierdo. En este punto y aún cuando está claramente indicado, mediante una señal reglamentaria “No virar izquierda” y otra con la indicación de que el retorno al poniente está 200 m hacia el oriente, muchos vehículos que bajan desde la Autopista del Sol, provenientes de Santiago, realizan el giro en ese mismo lugar, generando alteraciones al tránsito de la Ruta G-260, especialmente en las horas de mayor demanda vehicular. En el lugar se produce una especie de “tapón” cuando, por ejemplo, el largo de un camión no permite realizar la maniobra de giro de una sola vez.

También, enfrentando a los vehículos que bajan desde la autopista, hay una señal informativa “Escuela de Suboficiales del Ejército y Rinconada de Maipú (flecha a la izquierda)”.



Un poco más delante por el costado derecho del camino, está la señal que regula la incorporación desde el lazo surponiente hacia la Ruta G-260, es una señal reglamentaria “Ceda el paso” que se encuentra en regulares condiciones, con la placa levemente doblada y rayada.

Por el costado izquierdo, se ubica el lazo de subida hacia la Autopista del Sol, que sirve a los flujos provenientes de Maipú, con destino San Antonio o proximidades. Este lazo también presenta defensa caminera al costado izquierdo, en toda su longitud y en buen estado de conservación.

km 3,850: costado izquierdo, señal informativa “San Antonio (flecha diagonal hacia arriba)”, en buen estado de conservación. En ese mismo costado, está la señal reglamentaria “4,3 m de altura máxima” en buen estado, diseñada para los vehículos que suben por el ramal hacia la autopista.

km 3,860: paso inferior a la Autopista del Sol.

km 3,900: costado derecho, señal preventiva “Convergencia de caminos”, ésta se refiere al ramal suroriente del Enlace Rinconada, que permite bajar desde la Autopista del Sol, se encuentra en regular estado de conservación.

Km 4,000: Llegando a la semi-rotonda ubicada frente a calle Antofagasta, se aprecia la necesidad de instalar un refugio de paradero de buses al costado derecho del camino, pues gran cantidad de peatones (alrededor de 200 en la hora punta mañana), esperan locomoción colectiva en ese lugar. Esto ocurre a unos 30 ó 40 m al oriente del paso inferior. La semi-rotonda presenta serios problemas geométricos, mal estado del pavimento y pésima operación vehicular especialmente en la hora punta mañana de cada día laboral, por lo que la Autoridad, en su afán de minimizar el conflicto, ha restringido el viraje en “U” de los camiones de más de dos ejes, entre las 5 y las 24 horas, afectando severamente a los flujos de camiones +2 Ejes, que transitan desde Santiago hacia el Poniente por Camino Rinconada (Ruta G-260). De allí que muchos de estos vehículos realizan el viraje a la izquierda a la salida del lazo sur poniente del enlace Rinconada, con los efectos ya comentados anteriormente.

A continuación se presentan los cuadros de ubicación y estado de los elementos descritos.



Buena Regular Mala

0,100 Derecho Preventiva Zona de escuela 1 1 - - -

0,110 Derecho Preventiva Peligro niños en la vía 2 - 1 - -

0,150 Derecho Reglamentaria 30 km/hr 1 - 1 - -

0,200 Derecho Preventiva Curva a la derecha 1 - 1 - -

0,250 Derecho Preventiva Zona de escuela 1 1 - - -

0,250 Izquierdo Reglamentaria 60 km/hr 1 1 - - -

0,320 Derecho Preventiva Proximidad de paso cebra 1 - 1 - -

0,450 Izquierdo Reglamentaria Pare 1 1 - - En calle acceso a U. de Chile

0,500 Izquierdo Preventiva Proximidad de paso cebra 1 1 - - -


0,520 Izquierdo Preventiva Peligro niños en la vía 2 - - 1 -


0,600 Izquierdo InformativaEscuela de Suboficiales

Quebrada de la Plata 2 1 - - -

0,650 Izquierdo Preventiva Zona de escuela 1 - 1 - -

0,750 a 0,900 Izquierdo Preventiva Delineadores direccionales simples - - 1 - Distanciadas 10 m una de otra

0,900 Derecho Preventiva Puente angosto 1 - 1 - -

0,905 Derecho Informativa Puente Rinconada 2 1 - - -

0,905 Izquierdo Preventiva Curva a la izquierda 1 - 1 - -


1,225 Izquierdo Informativa Puente Rinconada 2 - 1 - -

1,225 Derecho Reglamentaria Pare 1 1 - - En acceso a terminal Lourdes

1,300 Derecho Preventiva Delineador vertical - 1 - - -

1,300 a 1,450 Derecho Preventiva Delineadores direccionales simples - 1 - - Distanciadas 10 m una de otra

1,350 Izquierdo Reglamentaria 40 km/hr 1 1 - - Poste de madera


1,600 Derecho Informativa J. Olivares Maipú 2 - 1 - -

1,620 Izquierdo Reglamentaria Pare 1 1 - - En calle acceso a J. Olivares

1,640 Izquierdo Reglamentaria No entrar 1 - 1 - En calle acceso a J. Olivares

1,640 Izquierdo Reglamentaria Ceda el paso 1 - - 1 -

1,645 Izquierdo Reglamentaria Paso obligado izquierda 1 - - 1 Sin placa

1,645 Izquierdo Reglamentaria Paso obligado derecha 1 - - 1 -

1,730 Izquierdo Informativa Población Joaquín Olivares 2 - 1 - -

1,750 Izquierdo Preventiva Curva a la izquierda 1 - - 1 -

1,900 Izquierdo Preventiva Zona de escuela 1 - 1 - -

2,880 Izquierdo Preventiva Delineador vertical - 1 - - -

2,910 Derecho Preventiva Delineador vertical - 1 - - -

2,910 Izquierdo Preventiva Delineador vertical - 1 - - -

3,260 Derecho Preventiva Curva a la izquierda 1 - 1 - -

3,390 Derecho Reglamentaria Prohibido estacionar y detenerse 1 - 1 - -

3,400 Derecho Reglamentaria Ceda el paso 1 1 - - En calle acceso

3,400 Derecho Reglamentaria No entrar 1 - - 1 -

3,500 Izquierdo Preventiva Curva a la derecha 1 - 1 - -

3,600 Izquierdo Reglamentaria 60 km/hr 1 - - 1 -

3,650 Derecho Preventiva Convergencia de camino 1 - 1 - -

3,800 Izquierdo Informativa Rinconada 2 - 1 - -

3,820 Derecho Reglamentaria No doblar izquierda 1 1 - - En lazo surponiente Enlace Rinconada

3,820 Izquierdo Informativa Escuela de Suboficiales del Ejército 2 - 1 - -

LEYENDA Nº DE POSTES OBSERVACIONES

SEÑALIZACIÓN VERTICAL LATERAL

ESTADOKM LADO TIPO



Buena Regular Mala

Escuela de Suboficiales del Ejército

Rinconada de Maipú

3,840 Derecho Informativa Retorno a 200 m 2 1 - - -

3,845 Derecho Reglamentaria Ceda el paso 1 - 1 - -

3,850 Izquierdo Informativa San Antonio 2 1 - - En lazo norponiente Enlace Rinconada

3,855 Izquierdo Preventiva Altura máxima 4,3 m 1 1 - - -

3,880 Derecho Preventiva Convergencia de camino 1 - 1 - -

3,900 Derecho Reglamentaria Pare 1 1 - - En lazo suroriente Enlace Rinconada

3,920 Izquierdo Informativa Todo vehículo paga peaje 2 1 - - En lazo nororiente Enlace Rinconada

3,925 Izquierdo Informativa Santiago A. Vespucio 2 1 - - En lazo nororiente Enlace Rinconada

3,950 Derecho Reglamentaria Ceda el paso 1 1 - - En isla en inicio de calle Antofagasta

3,950 Izquierdo Reglamentaria Ceda el paso 1 1 - - En isla central, hacia calle Antofagasta


3,960 Derecho Reglamentaria No entrar 1 1 - - En isla en inicio de calle Antofagasta


3,960 Izquierdo Reglamentaria Ceda el paso 1 1 - - En rotonda frente a calle Antofagasta, hacia el oriente

3,960 Izquierdo Reglamentaria Ceda el paso 1 1 - - En rotonda frente a calle Antofagasta, hacia el poniente

3,975 Derecho Reglamentaria Pare 1 1 - - En calle Antofagasta

3,980 Izquierdo InformativaSantiago

San Antonio Rinconada

2 1 - - -

Maipú

Rinconada Santiago

3,980 Izquierdo ReglamentariaNo virar en "U" camiones + de 2 ejes excepto a Autopista del Sol de 5:00

a 24:00 hrs1 - 1 - En bandejón central

4,010 Derecho Reglamentaria 40 km/hr velocidad máxima 1 1 - - -

RESUMEN:35267

Nº DE POSTES

ESTADOOBSERVACIONES

1 - -3,820 Derecho Informativa 2 En lazo surponiente Enlace Rinconada

En bandejón central3,980 Izquierdo Informativa 2 1 - -

Señales buenas:Señales regulares: Señales malas:

SEÑALIZACIÓN VERTICAL LATERAL

KM LADO TIPO LEYENDA



KM LADO TIPO ESTADO OBSERVACIONES

0,430 Derecho Metálico Regular Daños (50%)

0,450 Izquierdo Metálico Regular Daños (50%)

1,800 Derecho Metálico Malo

2,700 Izquierdo Metálico Malo

RESUMEN:22

PARADEROS DE BUSES EXISTENTES

Paraderos en regular estado: Paraderos malos:

DESDE HASTA

0,350 0,460 110,0 Derecho Buena

0,350 0,450 100,0 Izquierdo Buena

210,0

LONGITUD (m)

Total (m)

VALLAS PEATONALES

UBICACIÓN (km)LADO ESTADO



DESDE HASTA

0,000 1,850 Eje 1,850 - - Regular

1,850 3,260 Eje - 1,410 - Regular

3,260 3,550 Eje 0,290 - - Regular

3,550 3,650 Eje - 0,100 - Regular

3,650 3,900 Eje 0,250 - - Regular

Eje - - 12,00 Regular

Eje - - 2,80 Regular

Izquierdo - - 4,00 Regular

Izquierdo - - 4,00 Mala

2,390 1,510 22,8

3,960

0,425

Total

0,430

1,630

DEMARCACIÓN DE PAVIMENTO


LÍNEA CENTRAL CONTINUA

(km)

LÍNEA CENTRAL SEGMENTADA

(km)

LÍNEAS, SÍMBOLOS Y LEYENDAS

(m2)



DESDE HASTA

0,000 0,110 110,0 Derecho Buena -

0,300 0,350 50,0 Izquierdo Buena -




1,200 1,204 4,0 Derecho Buena -


1,240 1,280 40,0 Derecho Buena -


1,300 1,450 150,0 Derecho Buena -


1,500 1,532 32,0 Izquierdo Regular Reparar último módulo (L= 4 m)



2,910 2,922 12,0 Derecho Buena -


3,350 3,400 50,0 Derecho Regular Reparar primer módulo (L= 4 m)

3,410 3,420 10,0 Derecho Buena -


3,820 - - Derecho Buena Lazo surponiente Enlace Rinconada

3,840 - - Izquierdo Buena Lazo norponiente Enlace Rinconada

3,900 - - Derecho Buena Lazo suroriente Enlace Rinconada

3,920 - - Izquierdo Buena Lazo nororiente Enlace Rinconada

870,0

OBSERVACIONES

BARRERAS METÁLICAS SIMPLES DOBLE ONDA

LONGITUD (m)

Total (m)




CANTIDAD LADO TIPO Izquierdo Derecho Observaciones

0,000 1 Izquierdo Hormigón0,050 1 Izquierdo Hormigón 500,100 1 Izquierdo Hormigón 500,150 1 Izquierdo Hormigón 500,200 1 Izquierdo Hormigón 500,250 1 Izquierdo Hormigón 500,300 1 Izquierdo Hormigón 500,350 1 Izquierdo Hormigón 500,360 1 Derecho Hormigón 10 100,400 2 Izquierdo Hormigón 40 400,450 1 Derecho Hormigón 50 500,460 1 Izquierdo Hormigón 100,500 1 Izquierdo Hormigón 400,550 1 Izquierdo Hormigón 500,600 1 Izquierdo Hormigón 500,630 2 Izquierdo Hormigón 300,850 1 Derecho Hormigón 2200,900 1 Derecho Hormigón 500,950 1 Derecho Hormigón1,250 1 Derecho Hormigón1,300 1 Derecho Hormigón1,350 1 Derecho Hormigón1,400 1 Derecho Hormigón1,450 1 Derecho Hormigón1,480 1 Derecho Hormigón1,550 1 Derecho Hormigón1,600 2 Derecho e izquierdo Hormigón 160 El acceso a Población J. Olivares1,700 2 Derecho e izquierdo Madera - Hormigón1,750 1 Izquierdo Hormigón1,800 2 Derecho e izquierdo Hormigón

TOTALES 35 610 550

POSTESKILÓMETRO

SOLERAS (m)POSTES Y SOLERAS EXISTENTES ENTRE KM 0.00 Y KM 1,800



5.2 Demanda Vial ActualCon el objeto de conocer el volumen de tránsito normal de la red vial que involucra la trayectoria planteada, es decir, cuando están en pleno desarrollo las actividades laborales, productivas y estudiantiles del sector, el Consultor realizó mediciones de flujos vehiculares el día Jueves 15 de Septiembre de 2005, en varias intersecciones ubicadas a lo largo del recorrido propuesto.

El criterio de selección de los puntos fue el de obtener la máxima información de tránsito, especialmente en las intersecciones por las cuales transitan los camiones pertenecientes a las empresas del sector, como son Coinca y varias otras del rubro venta de áridos.

Los puntos censados son cuatro y se detallan a continuación:

Punto Nº 1: Intersección Ruta G-260 / Acceso a Universidad de ChilePunto Nº 2: Intersección Ruta G-260 / Acceso a Población J. Olivares Punto Nº 3: Intersección Ruta G-260 / Enlace RinconadaPunto Nº 4: Intersección Avenida Rinconada / Calle Antofagasta

Los conteos se realizaron durante 14 horas continuas; de 7:00 a 21:00 horas, dividiendo cada hora en lapsos de 15 minutos, a fin de conocer las variaciones de flujos dentro de la hora y así acotar de manera más exacta los períodos punta a lo largo del día.

La clasificación por tipo de vehículo fue la siguiente:

VL : Autos, taxis, colectivos, stations, jeeps, camionetas y furgones inferiores a 1000 kgC2E : Camiones simples de 2 ejesC+2E : Camiones simples de + de 2 ejes, Camiones Semi-remolques y Camiones RemolqueBTB : Buses y taxibuses

En el Punto Nº 1: Intersección Ruta G-260 / Acceso a Universidad de Chile, se midió también el flujo de peatones y ciclitas, de acuerdo a la siguiente tabla:



Conteo de Peatones y CiclistasLugar Rinconada de MaipúFecha: 15.09.05Punto de Control Nº 1Intersección Ruta G-260 (Camino Rinconada) / Acceso a U. de ChileDuración 14 Horas

07:00-08:00 30 22

08:00-09:00 50 12

09:00-10:00 30 17

10:00-11:00 206 26

11:00-12:00 129 13

12:00-13:00 671 8

13:00-14:00 348 14

14:00-15:00 23 16

15:00-16:00 32 10

16:00-17:00 29 7

17:00-18:00 109 25

18:00-19:00 36 26

19:00-20:00 53 18

20:00-21:00 35 3

TOTAL 1.781 217

PERÍODO PEATONES CICLISTAS

La lámina Nº 2 muestra la ubicación de los puntos de medición de tránsito y los valores totales registrados en cada una de las ramas que conforman las intersecciones.

La Lámina Nº 3, muestra los movimientos vehiculares medidos en cada intersección y en el Anexo Nº 1 “Mediciones de Tránsito”, se presentan las planillas con los censos en formato Excel.

Los gráficos “Flujos v/s Tiempo” que se presentan a continuación de la Lámina Nº 3, muestran el comportamiento diario del tránsito en cada intersección y los horarios de máxima demanda vehicular.




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GRÁFICO Nº 1 TRÁNSITO EN HORA PUNTA

(HORA MOVIL)Punto de Control Nº 1

Intersección Ruta G-260 (Camino Rinconada) / Acceso a U. de Chile

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Intersección Ruta G-260 (Camino Rinconada) / Acceso población J. Olivares

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Intersección Ruta G-260 (Camino Rinconada) / Enlace Rinconada

700800900

1.0001.1001.2001.300

1.4001.500

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Avenida Rinconada / Calle Antofagasta

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6. ANALISIS DE IMPACTO VIAL6.a) Definición de los Impactos a Evaluar

El Centro de Producción de Sustratos Orgánicos Pullihue – Cepros, producirá un aumento del nivel de flujos del área de influencia directa del proyecto. Dicho aumento, podría traducirse en una reducción del nivel de servicio de la operación vial de dicha área, la que a su vez podría redundar en un incremento de la magnitud de los impactos típicos de la operación vial, como son los accidentes de tránsito, el deterioro de los pavimentos y la congestión vehicular.

En cuanto a los accidentes de tránsito, a pesar de que diversos estudios han demostrado que existe una relación directa entre el aumento del riesgo de accidentes y el crecimiento del parque vehicular y de otras variables como la velocidad, la visibilidad, etc., muchos modelos predictivos que las incorporan, arrojan para los mismos valores de input, tasas de accidentes diferentes en magnitud, con resultados inciertos. Esto hace que una estimación del aumento de accidentes por causa del proyecto, sea muy difícil de cuantificar, ya que no es posible asegurar que la ocurrencia de siniestros en la vía tenga asociación directa con el tráfico generado por éste.

En lo que se refiere al avance en el deterioro de los pavimentos, en vías interurbanas éste es absorbido por las conservaciones periódicas y rutinarias que efectúa la Dirección de Vialidad del Ministerio de Obras Públicas, mientras que en el caso de las vías comunales, esta labor es desempeñada, normalmente, por las municipalidades respectivas. De cualquier modo este parámetro no resulta relevante, cuando el tráfico de camiones cumple con las exigencias mínimas de pesos por eje exigidos por los organismos competentes.

Conforme a lo anterior, el único impacto que podría llegar a ser significativo corresponde al de la congestión. El aumento de dicho impacto es posible medirlo, comparando las variaciones que experimenta el Nivel de Servicio, en las situaciones con y sin proyecto.

6.b) Metodología Básica

Para determinar el grado de impacto vial que producirá el proyecto sobre la vialidad del área de influencia, se calcula en primer lugar, el nivel de servicio de la infraestructura vial existente, considerando los niveles de demanda de tránsito en los períodos punta máximos, sin incluir las demandas generadas por la operación del proyecto. A esta situación se le denomina “de base o de referencia”. Luego, se determinan los niveles de servicio, incluyendo el tránsito horario máximo que generará el proyecto, para finalmente, revisar las diferencias entre ambos e identificar la magnitud del impacto producido (leve, moderado o severo).



6.c) Área de Influencia del impacto vial

Como se indicó anteriormente, desde el punto de vista del impacto vial, el área de influencia del proyecto abarca todas las vías integrantes del recorrido planteados en el Punto 2 de este informe.

6.d) Períodos de Análisis

Los períodos horarios a analizar corresponderán a aquellos en que se produce la mayor demanda vehicular, tanto en lo que se refiere a flujos habituales del sector, como a los que se generen en las etapas de construcción y operación del proyecto.

A modo de representar los volúmenes habituales máximos horarios, se determina, en base a las mediciones de tránsito realizadas por el consultor, tres períodos punta a lo largo del día: punta mañana, punta mediodía y punta tarde.

Para determinar la extensión de cada período, se generan los gráficos flujo v/s tiempo, obteniéndose los rangos representativos de las horas punta en cada intersección, mediante la “hora móvil”, cuya utilización permite generar una ventana de tiempo que facilita la identificación en forma precisa, de los volúmenes máximos y su extensión horaria.

Los volúmenes vehiculares contenidos en dichos períodos punta, son convertidos a flujos equivalentes con los factores que recomienda el Manual de Vialidad Urbana del Ministerio de Vivienda y Urbanismo, en su Volumen 3: “Recomendaciones para el diseño de elementos de infraestructura vial Urbana”. Dicha transformación, es una forma de representar el efecto de reducción de la capacidad de una vía, en términos de vehículos totales por hora. Cada vehículo comercial (camiones y buses), hace el efecto de varios vehículos livianos en el flujo de tránsito, según lo indica la siguiente tabla:

TABLA Nº 4FACTORES DE EQUIVALENCIA

TIPO DE VEHÍCULO FACTOR DE EQUIVALENCIA

Vehículos livianos 1.00

Camiones de 2 ejes 2.00

Camiones de +2 ejes 2.50

Taxibuses 1.65

Buses 2.00



TABLA Nº 5 PERIODIZACIÓN (2005)

(PERÍODOS PUNTA)

PUNTO Nº MAÑANA MEDIODÍA TARDE

1 07:30 a 08:30 13:15 a 14:15 18:15 a 19:15

2 10:00 a 11:00 14:15 a 15:15 18:15 a 19:15

3 09:45 a 10:45 14:15 a 15:15 19:15 a 20:15

4 07:00 a 08:00 12:45 a 13:15 19:00 a 20:00

En la Tabla Nº 6, se presentan los flujos vehiculares en vehículos equivalentes, para cada uno de los períodos punta identificados.

TABLA Nº 6FLUJOS EN HORA PUNTA (2005)

TOTAL VEHÍCULOS EN LA INTERSECCIÓN(VEQ / HORA)

PUNTO Nº MAÑANA MEDIODÍA TARDE

1 394 451 397

2 511 608 527

3 942 1065 1418

4 2393 1335 1819

6.e) Flujo Horario de Análisis

Como flujo de comparación entre las situaciones base y con proyecto, se utilizarán los volúmenes de tránsito máximos registrados en las horas puntas mañana, mediodía y tarde, considerando los flujos correspondientes al total de movimientos que se realizan en cada intersección, pero expresados en vehículos por hora (tal como se presentan en las planillas de censos), dado que el modelo Sidra así lo requiere.

Estos flujos han sido proyectados al año 2007, cuando el proyecto lleve 1 año de funcionamiento y al año 2012, al considerar que a esa fecha el proyecto debiera llevar 5 años de funcionamiento en régimen normal. La modelación de tránsito se realiza entonces, para la situación base y con proyecto (construcción) del año 2005 y para las situaciones base y con proyecto de los años 2007 y 2012 (operación).



Las tasas de crecimiento anual utilizadas para la proyección del tránsito, son las que recomienda Mideplán-Sectra y corresponde a las siguientes:

Vehículos livianos : 7.5% Camiones de 2 ejes : 2.0% Camiones de más de 2 ejes : 5.5% Buses y Taxibuses : 6.5%

6.f) Generación del Tráfico de Proyecto

Tal como se indica al inicio de este informe, durante la etapa de construcción el transporte se realizará en un máximo de 10 viajes por día, durante 3 meses. Esto significa 10 camiones diarios de ida y 10 de regreso, considerando ambos sentidos de tránsito.

Respecto del transporte de la mano de obra, se contempla la utilización de minibuses (8 a 11 personas), realizando un promedio de 6 viajes por día, es decir, 6 de ida y 6 de regreso, con un total de 12 minibuses por día.

En la etapa de operación, considerando la máxima recepción de 18.000 toneladas por mes, el flujo de proyecto será de 143 camiones diarios en un sentido de tránsito y 286 en ambos, más 12 camionetas (6 de ida y 6 de regreso).

Esos flujos diarios deben ser convertidos a flujos horarios, ya que la modelación SIDRA requiere como input valores de tránsito por hora (VPH), para ser adicionados a las horas punta máximas obtenidas en cada intersección y movimiento involucrado.

Será necesario entonces dividir el número de vehículos diarios de cada tipo, por las 24 horas de recepción o despacho de carga y así obtener el tránsito horario requerido como tráfico de proyecto, que en definitiva es el siguiente:

a) Flujo Horario en la Etapa de construcción : 1 camión de ida y 1 de regreso + 1 minibus de ida y 1de regreso.

b) Flujo Horario en la Etapa de operación : 6 camiones de ida y 6 de regreso + 1 camioneta de ida y 1 de regreso.



6.g) Estimación de Niveles de Servicio

En términos generales, las categorías de niveles de servicio en tramos de vías se definen de la siguiente manera:

Nivel de servicio A: Representa la condición de flujo libre, con bajos volúmenes de tránsito y altas velocidades a elección del conductor, siendo la única restricción las limitaciones legales impuestas por las condiciones físicas del camino.

Nivel de servicio B: Representa la condición de flujo estable con velocidades de operación algo restringidas por las condiciones de tránsito.

Nivel de servicio C: Representa aún una condición de flujo estable, pero las velocidades y la maniobrabilidad están íntimamente controladas por los altos volúmenes de tránsito.

Nivel de servicio D: Marca el principio del flujo inestable.

Nivel de servicio E: No puede describirse solamente por la velocidad, pero representa condiciones de operación a velocidades aún más bajas que en el nivel de servicio D, con volúmenes que representan casi la capacidad del camino.

Nivel de servicio F: Describe el flujo forzado a bajas velocidades y con volúmenes mayores que la capacidad del camino. Estas condiciones resultan generalmente por la formación de largas colas de vehículos por alguna restricción en el camino. Los volúmenes de tránsito sobrepasan la capacidad del camino.

En el caso de las intersecciones, el nivel de servicio puede obtenerse a partir de la estimación del grado de saturación (X), que es un índice de la severidad de la congestión y es igual a razón entre la demanda (flujo vehicular) y la oferta vial (capacidad). Se producirá congestión en la medida que X tienda a 1 (ver tabla Nº 7). Sin embargo, para valores del grado de saturación superiores a 0.6 la congestión comienza a manifestarse como inestabilidad en las condiciones del tráfico de las vías e intersecciones, a través de reducciones de velocidad, dificultad para maniobrar, etc.

De acuerdo a la publicación de Rahmi Akcelik “Calibrating SIDRA” del Australian Road Research Report Nº 180 de 1990, el nivel de servicio según el grado de saturación, se puede evaluar de acuerdo a los siguientes rangos:



Tabla Nº 7CATEGORÍAS DE NIVELES DE SERVICIO

NIVEL DE SERVICIO GRADO DE SATURACIÓN (X)

A X ≤ 0,60

B 0,60 <X ≤ 0,75

C 0,75 <X ≤ 0,90

D 0,90 <X ≤ 0,95

E 0,95 <X ≤ 1,00

F 1,00 <X

De acuerdo a lo anterior, el análisis se centrará en determinar si la eventual reducción de capacidad y el aumento del flujo vehicular asociado al flujo de proyecto, redundan en un descenso de los niveles de servicio actual, para lo cual se utiliza el modelo de simulación de Tráfico SIDRA, que permite simular la operación del tránsito en intersecciones aisladas, entregando como resultado, índices de congestión, como el grado de saturación, e impactos, como demoras y aumentos en las longitudes de cola. Los resultados de la modelación para las situaciones base y con proyecto, se presentan en el Anexo Nº 2 "Modelación Sidra”.

6.g.1) Modelación de Intersecciones aisladas

La modelación se realiza para los siguientes escenarios:

Año 2005: Situación base y situación con proyecto para la etapa de construcción Año 2007: Situación Base y Situación Con Proyecto para el primer año de operación Año 2012: Situación Base y Situación Con Proyecto para el quinto año de operación.

La situación base es la referencia que permite apreciar cómo varían los niveles de servicio al adicionar los flujos del proyecto. Esta, considera la oferta vial existente y las demandas horarias actuales medidas en cada punto de control.

Los grados de saturación y las demoras, así como la longitud de cola por movimiento, se encuentran en las tablas S.5 y S.15 del Anexo Nº 2 “MODELACION SIDRA”.

A continuación en la tabla Nº 8, se presentan los volúmenes de tránsito horario considerados para la modelación, separados por movimiento y tipo de vehículos. Las tablas Nº 9, 10 y 11 muestran un resumen de la modelación SIDRA, para los distintos cortes temporales, con las capacidades, niveles de servicio y grados de saturación obtenidos en cada una de las intersecciones analizadas.



VL VP VL VP VL VP VL VP VL VP VL VPMovimiento 1 48 20 48 20 55 23 55 23 80 31 80 31Movimiento 2 65 17 66 18 75 19 76 25 108 27 109 33Movimiento 3 10 24 11 25 12 27 13 33 17 37 18 43Movimiento 4 14 1 14 1 16 1 16 1 23 1 23 1Movimiento 5 11 2 11 2 13 2 13 2 18 3 18 3Movimiento 6 68 22 68 22 79 25 79 25 113 34 113 34Movimiento 1 60 35 60 35 69 39 69 39 100 53 100 53Movimiento 2 33 25 34 26 38 29 39 35 55 40 56 46Movimiento 3 20 23 21 24 23 26 24 32 33 36 34 42Movimiento 4 8 1 8 1 9 1 9 1 13 1 13 1Movimiento 5 10 1 10 1 12 1 12 1 17 2 17 2Movimiento 6 63 40 63 40 73 45 73 45 105 61 105 61Movimiento 1 91 29 91 29 105 33 105 33 151 44 151 44Movimiento 2 14 6 15 7 16 7 17 13 23 10 24 16Movimiento 3 18 9 19 10 21 10 22 16 30 14 31 20Movimiento 4 3 1 3 1 3 1 3 1 5 1 5 1Movimiento 5 5 2 5 2 6 2 6 2 8 3 8 3Movimiento 6 101 30 101 30 117 34 117 34 168 45 168 45

Movimiento 1 73 89 74 90 84 102 85 108 121 142 122 148Movimiento 2 7 8 7 8 8 9 8 9 12 12 12 12Movimiento 3 6 5 6 5 7 6 7 6 10 8 10 8Movimiento 4 5 1 5 1 6 1 6 1 8 1 8 1Movimiento 5 3 1 3 1 3 1 3 1 5 2 5 2Movimiento 6 75 72 76 73 87 82 88 88 124 114 125 120Movimiento 1 83 117 84 118 96 133 97 139 138 183 139 189Movimiento 2 6 3 6 3 7 3 7 3 10 5 10 5Movimiento 3 4 1 4 1 5 1 5 1 7 2 7 2Movimiento 4 2 3 2 3 2 3 2 3 3 5 3 5Movimiento 5 1 1 1 1 1 1 1 1 1 1 1 1Movimiento 6 60 101 61 102 69 115 70 121 100 158 101 164Movimiento 1 106 60 107 61 122 68 123 74 176 95 177 101Movimiento 2 15 2 15 2 17 2 17 2 25 3 25 3Movimiento 3 14 3 14 3 16 3 16 3 23 5 23 5Movimiento 4 1 1 1 1 1 1 1 1 1 1 1 1Movimiento 5 2 3 2 3 2 3 2 3 3 5 3 5Movimiento 6 134 64 135 65 155 73 156 79 222 102 223 108

Movimiento 1 9 5 9 5 10 6 10 6 15 8 15 8Movimiento 2 90 44 91 45 104 49 105 55 149 66 150 72Movimiento 3 91 147 92 148 105 168 106 174 151 233 152 239Movimiento 4 120 117 121 118 139 134 140 140 199 186 200 192Movimiento 1 11 1 11 1 13 1 13 1 18 2 18 2Movimiento 2 145 46 146 47 168 52 169 58 241 70 242 76Movimiento 3 116 148 117 149 134 169 135 175 192 235 193 241Movimiento 4 104 146 105 147 120 167 121 173 173 232 174 238Movimiento 1 5 1 5 1 6 1 6 1 8 1 8 1Movimiento 2 683 37 684 38 789 42 790 48 1.133 56 1.134 62Movimiento 3 109 96 110 97 126 110 127 116 181 154 182 160Movimiento 4 158 89 159 90 183 102 184 108 262 142 263 148

Movimiento 1 208 35 208 35 240 40 240 40 345 57 345 57Movimiento 2 36 5 36 5 42 6 42 6 60 8 60 8Movimiento 3 27 8 27 8 31 9 31 9 45 13 45 13Movimiento 4a 135 45 135 45 156 51 156 51 224 72 224 72Movimiento 4b 1.240 36 1.240 36 1.433 41 1.433 41 2.057 55 2.057 55Movimiento 5 142 63 142 63 164 72 164 72 236 101 236 101Movimiento 6 31 39 31 39 36 45 36 45 51 64 51 64Movimiento 7 45 44 46 45 52 49 53 55 75 66 76 72Movimiento 1 25 65 25 65 29 75 29 75 41 106 41 106Movimiento 2 38 10 38 10 44 11 44 11 63 16 63 16Movimiento 3 29 8 29 8 34 9 34 9 48 13 48 13Movimiento 4a 112 49 112 49 129 56 129 56 186 77 186 77Movimiento 4b 96 60 96 60 111 67 111 67 159 90 159 90Movimiento 5 180 83 180 83 208 95 208 95 299 133 299 133Movimiento 6 26 29 26 29 30 33 30 33 43 47 43 47Movimiento 7 30 97 31 98 35 109 36 115 50 146 51 152Movimiento 1 49 63 49 63 57 73 57 73 81 104 81 104Movimiento 2 48 10 48 10 55 11 55 11 80 16 80 16Movimiento 3 72 12 72 12 83 14 83 14 119 19 119 19Movimiento 4a 106 32 106 32 122 37 122 37 176 51 176 51Movimiento 4b 162 38 162 38 187 43 187 43 269 58 269 58Movimiento 5 658 67 658 67 760 76 760 76 1.092 106 1.092 106Movimiento 6 108 38 108 38 125 44 125 44 179 61 179 61Movimiento 7 28 47 29 48 32 53 33 59 46 71 47 77

VL: Vehículos livianosVP: Vehículos pesados

Nº 4 Avenida

Rinconada / Calle Antofagasta

MAÑANA 07:00 a 08:00

hrs.

MEDIODÍA 12:45 a 13:45

hrs.

TARDE 19:00 a 20:00

hrs.

Nº 3 Ruta G-260

(Camino Rinconada) /

Enlace Rinconada

MAÑANA 09:45 a 10:45

hrs.


hrs.

SITUACIÓN CON PROYECTO

(OPERACIÓN)

TARDE 19:15 a 20:15

hrs.

HORA PUNTA MÁXIMA

MAÑANA 07:30 a 08:30

hrs.


hrs.

SITUACIÓN BASE


(OPERACIÓN)

Nº 2 Ruta G-260


Acceso población J. Olivares

MAÑANA 10:00 a 11:00

hrs.


hrs.

TARDE 18:15 a 19:15

hrs.

TARDE 18:15 a 19:15

hrs.

Nº 1 Ruta G-260


Acceso a U. de Chile

INTERSECCIÓN

Tabla Nº 8FLUJOS VEHICULARES EN HORAS PUNTAS PARA MODELACIÓN SIDRA

AÑO 2005 AÑO 2012

RAMA SITUACIÓN BASE


(CONSTRUCCIÓN)

AÑO 2007

SITUACIÓN BASE



ESTE 1.484 0,101 A 1.480 0,103 ANORTE 773 0,063 A 768 0,066 AOESTE 1.401 0,074 A 1.400 0,074 A

INTERSECCIÓN 3.657 0,101 A 3.647 0,103 AESTE 1.329 0,115 A 1.328 0,117 A

NORTE 710 0,073 A 707 0,076 AOESTE 1.289 0,089 A 1.288 0,089 A


NORTE 672 0,046 A 669 0,049 AOESTE 1.470 0,094 A 1.469 0,094 A

INTERSECCIÓN 3.622 0,095 A 3.614 0,096 A

ESTE 1.195 0,149 A 1.195 0,150 ANOROESTE 696 0,024 A 692 0,025 A

OESTE 1.234 0,122 A 1.233 0,125 AINTERSECCIÓN 3.125 0,149 A 3.122 0,150 A





ESTE 1.144 0,208 A 1.144 0,210 AOESTE 1.239 0,191 A 1.239 0,193 A

SUROESTE 865 0,171 A 863 0,174 AINTERSECCIÓN 3.247 0,208 A 3.246 0,210 A

ESTE 1.185 0,223 A 1.186 0,224 AOESTE 1.168 0,214 A 1.168 0,216 A


ESTE 1.260 0,163 A 1.260 0,164 AOESTE 1.360 0,182 A 1.359 0,183 A


ESTE 1.723 1,000 F 1.723 1,000 FOESTE 1.690 0,215 B 1.689 0,217 B

SUROESTE 817 0,348 A 816 0,348 AINTERSECCIÓN 4.230 1,000 E 4.227 1,000 E

ESTE 1.611 0,220 A 1.608 0,220 AOESTE 1.522 0,293 B 1.515 0,296 B


ESTE 1.868 0,226 A 1.865 0,226 AOESTE 2.014 0,470 B 2.012 0,472 B

SUROESTE 589 0,289 A 588 0,289 AINTERSECCIÓN 4.470 0,470 B 4.466 0,472 B

MAÑANA 07:00 a

08:00 hrs.

MEDIODÍA 12:45 a

13:45 hrs.

INTERSECCIÓN

Nº 1 Ruta G-260



Nº 2 Ruta G-260


Acceso población J.

Olivares

Nº 3 Ruta G-260


Enlace Rinconada

Nº 4 Avenida

Rinconada / Calle

AntofagastaTARDE 19:00 a

20:00 hrs.

TARDE 19:15 a

20:15 hrs.

MAÑANA 09:45 a

10:45 hrs.

MEDIODÍA 14:15 a

15:15 hrs.

Tabla Nº 9NIVELES DE SERVICIO Y GRADOS DE SATURACIÓN AÑO 2005

TARDE 18:15 a

19:15 hrs.

MAÑANA 10:00 a

11:00 hrs.

MEDIODÍA 14:15 a

15:15 hrs.

Grado de Saturación

Nivel de Servicio

Capacidad (veh / hr)


MEDIODÍA 13:15 a

14:15 hrs.

TARDE 18:15 a

19:15 hrs.


SITUACIÓN BASE SITUACIÓN CON PROYECTO (ETAPA DE CONSTRUCCIÓN)

AÑO 2005

MAÑANA 07:30 a

08:30 hrs.

HORA PUNTA RAMA

Nivel de Servicio





NORTE 679 0,087 A 672 0,098 AOESTE 1.289 0,102 A 1.286 0,102 A


NORTE 634 0,056 A 627 0,067 AOESTE 1.471 0,108 A 1.470 0,108 A

INTERSECCIÓN 3.587 0,109 A 3.549 0,116 A







ESTE 1.145 0,238 A 1.141 0,245 AOESTE 1.241 0,220 A 1.233 0,227 A


ESTE 1.188 0,255 A 1.182 0,262 AOESTE 1.169 0,246 A 1.165 0,252 A


ESTE 1.262 0,187 A 1.252 0,194 AOESTE 1.362 0,209 A 1.351 0,216 A

SUROESTE 887 1,000 B 880 1,000 CINTERSECCIÓN 3.512 1,000 B 3.483 1,000 B

ESTE 1.819 1,000 F 1.816 1,000 FOESTE 1.697 0,246 B 1.680 0,253 B

SUROESTE 813 0,403 A 812 0,404 AINTERSECCIÓN 4.329 1,000 F 4.309 1,000 F

ESTE 1.585 0,256 A 1.576 0,258 AOESTE 1.523 0,335 B 1.513 0,342 B


ESTE 1.847 0,263 A 1.841 0,264 AOESTE 2.018 0,541 B 2.006 0,548 B


MAÑANA 07:00 a

08:00 hrs.

MEDIODÍA 12:45 a

13:45 hrs.

TARDE 19:00 a

20:00 hrs.

INTERSECCIÓN

Nº 1 Ruta G-260



Nº 2 Ruta G-260



Olivares

Nº 3 Ruta G-260


Enlace Rinconada

Nº 4 Avenida

Rinconada / Calle

Antofagasta

TARDE 19:15 a

20:15 hrs.

MAÑANA 09:45 a

10:45 hrs.

MEDIODÍA 14:15 a

15:15 hrs.


TARDE 18:15 a

19:15 hrs.

MAÑANA 10:00 a

11:00 hrs.

MEDIODÍA 14:15 a

15:15 hrs.


AÑO 2007

SITUACIÓN BASE SITUACIÓN CON PROYECTO (ETAPA DE OPERACIÓN)



Nivel de Servicio


Nivel de Servicio

MEDIODÍA 13:15 a

14:15 hrs.

TARDE 18:15 a

19:15 hrs.

MAÑANA 07:30 a

08:30 hrs.

HORA PUNTA RAMA





NORTE 591 0,141 A 584 0,154 AOESTE 1.279 0,145 A 1.277 0,145 A


NORTE 540 0,093 A 534 0,107 AOESTE 1.479 0,151 A 1.477 0,152 A

INTERSECCIÓN 3.514 0,153 A 3.484 0,159 A







ESTE 1.151 0,334 A 1.148 0,341 AOESTE 1.247 0,309 A 1.242 0,316 A


ESTE 1.193 0,358 A 1.189 0,365 AOESTE 1.176 0,344 A 1.173 0,351 A


ESTE 1.267 0,264 A 1.260 0,271 AOESTE 1.369 0,295 A 1.360 0,302 A

SUROESTE 775 1,546 F 769 1,567 FINTERSECCIÓN 3.411 1,546 F 3.389 1,567 F

ESTE 1.457 2,148 F 1.445 2,148 FOESTE 1.707 0,347 B 1.694 0,354 B

SUROESTE 801 0,587 A 800 0,588 AINTERSECCIÓN 3.963 2,148 F 3.939 2,148 F

ESTE 1.512 0,386 A 1.507 0,389 AOESTE 1.539 0,467 B 1.537 0,472 B


ESTE 1.774 0,390 A 1.765 0,393 AOESTE 2.030 0,767 C 2.021 0,775 C


MAÑANA 07:00 a

08:00 hrs.

MEDIODÍA 12:45 a

13:45 hrs.

TARDE 19:00 a

20:00 hrs.

INTERSECCIÓN

Nº 1 Ruta G-260



Nº 2 Ruta G-260



Olivares

Nº 3 Ruta G-260


Enlace Rinconada

TARDE 19:15 a

20:15 hrs.

MAÑANA 09:45 a

10:45 hrs.

MEDIODÍA 14:15 a

15:15 hrs.

Nº 4 Avenida

Rinconada / Calle

Antofagasta


TARDE 18:15 a

19:15 hrs.

MAÑANA 10:00 a

11:00 hrs.

MEDIODÍA 14:15 a

15:15 hrs.

AÑO 2012

SITUACIÓN BASE SITUACIÓN CON PROYECTO (ETAPA DE OPERACIÓN)




Nivel de Servicio


Nivel de Servicio

MEDIODÍA 13:15 a

14:15 hrs.

TARDE 18:15 a

19:15 hrs.

MAÑANA 07:30 a

08:30 hrs.

HORA PUNTA RAMA



7. IDENTIFICACIÓN DE CONFLICTOS VIALES

A continuación se enumeran los principales conflictos viales y/o restricciones detectadas a lo largo de la Ruta G-260:

a) Frente al acceso a la Universidad de Chile, se ubica la Escuela Pública “Reino de Dinamarca”, donde se ha dispuesto una serie de medidas de seguridad en beneficio de los escolares y peatones que circulan por el lugar. Estas medidas son complementadas con la presencia de personal civil controlador del tránsito, que actúa ininterrumpidamente en días laborales. Sin embrago, averiguaciones efectuadas en la Corporación Municipal de Maipú, indican que en el corto plazo la escuela será trasladada de ese lugar.

b) El Puente Rinconada sobre el Río Mapocho es angosto y carente de iluminación.

c) En el lazo surponiente del enlace Rinconada, se realiza un giro prohibido a la izquierda, que provoca alteraciones al tránsito normal de la Ruta G-260.

d) Próximo a la semi-rotonda ubicada frente a calle Antofagasta, se aprecian numerosas personas esperando locomoción colectiva, sin un refugio que les permita cobijarse.

e) La semi-rotonda presenta problemas geométricos, mal estado del pavimento y pésima operación vehicular especialmente en la hora punta mañana de cada día laboral.



8. ANÁLISIS DE LOS RESULTADOS Y CONCLUSIONES

Partiendo de la premisa que este análisis se ha realizado considerando las condiciones críticas del tránsito, es decir, operando simultáneamente el máximo flujo de proyecto con el máximo flujo vehicular normal, que incluye los flujos que generan todas las empresas y terminales de locomoción colectiva que operan en el sector, se concluye, en base a las tablas Nº 9, 10 y 11, lo siguiente:

Intersecciones Nº 1 y 2: Ruta G-260 / Acceso U. de Chile y Ruta G-260 / Acceso Población J. Olivares

a) Etapa de construcción (2005)

La situación base presenta niveles de servicio A en cada una de las ramas. Al incorporar el flujo de construcción (2 vehículos de ida y dos de regreso por hora) el nivel de servicio se mantiene dentro del rango de referencia, arrojando variaciones menores en los grados de saturación que no alcanzan a provocar cambios en los niveles de servicio. Esto sugiere que el impacto en la vialidad por efecto del proyecto será de carácter leve, dentro de la clasificación leve - moderado - severo, utilizada normalmente para calificarlo.

b) Primer año de operación (2007)

De la misma forma que en el escenario anterior, la situación base proyectada al año 2007 mantiene el nivel de servicio “A”, el que tampoco varía al adicionar el flujo de proyecto (7 vehículos de ida y 7 de regreso por hora). Los grados de saturación presentan aumentos mínimos, pero siempre manteniendo el nivel de servicio de la referencia. Se desprende entonces, que en este escenario el impacto vial será también de carácter leve.

c) Quinto año de operación (2012)

Se mantienen los niveles de servicio A en las situaciones base y con proyecto, con grados de saturación cercanos a 0.2, lo que es atribuible a una operación vial totalmente expedita.

Intersección Nº 3: Ruta G-260 / Enlace Rinconada (lazo surponiente)

a) Etapa de construcción (2005)

La situación base presenta niveles de servicio A en cada una de las ramas de la intersección, con grados de saturación altos, mayores a 0.6 (rama surponiente – hora punta tarde), a punto de cambiar de nivel de servicio. Esto se explica por los grandes volúmenes de tránsito que hacen uso



del lazo surponiente del enlace Rinconada, en horas de la tarde, al regreso a los hogares en la comuna de Maipú. Al incorporar el flujo de construcción (2 vehículos de ida y dos de regreso por hora) el nivel de servicio se mantiene dentro del rango de referencia, por lo que el impacto en la vialidad por efecto del proyecto será de carácter leve.

b) Primer año de operación (2007)

Aún cuando las ramas oriente y poniente de la intersección mantienen el nivel de servicio A, la rama surponiente, correspondiente al lazo de bajada desde la Autopista del Sol, presenta un grado de saturación igual a 1 y nivel de servicio B.

Al incorporar el flujo de proyecto (7 vehículos de ida y 7 de regreso por hora), el nivel cambia a C, por lo que el impacto vial en este punto debe ser calificado como de carácter moderado.

c) Quinto año de operación (2012)

La situación base de la Rama surponiente empeora, alcanzando nivel de servicio F y grado de saturación GS > 1, lo que indica una operación forzada en régimen de alta congestión. Aún así, al incorporar el flujo de proyecto no se produce un cambio de nivel, sino un leve aumento en el grado de saturación, por lo que el impacto vial en este punto debe ser calificado como de carácter leve.

Intersección Nº 4: Avenida Rinconada / Calle Antofagasta

Esta intersección concentra los mayores volúmenes de tránsito del sector, precisamente porque a ella converge gran parte de los flujos vehiculares de la comuna de Maipú y alrededores, que utilizan la Autopista del Sol en dirección a Santiago. Es una intersección absolutamente sobreutilizada, en la que se han dispuesto medidas provisorias para solucionar los problemas de congestión que se producen especialmente en la hora punta mañana de cada día laboral. En todo caso, el mayor inconveniente de este nudo vial no es la capacidad de la rotonda, ni cómo se ordene el tránsito, sino la falta de dispositivos viales (ramales y lazos) en el enlace Rinconada, que faciliten los doce movimientos que se realizan en la intersección.



9. MEDIDAS DE MITIGACIÓN PROPUESTAS POR EL TITULAR DEL PROYECTO

En reunión efectuada el día Jueves 27 de Septiembre de 2005, en las oficinas de la Dirección de Vialidad de la Región Metropolitana, se tomaron varios acuerdos entre el Titular y la Autoridad, tendientes a mejorar la operación y seguridad vial de la Ruta G-260.

Cabe recordar que la Escuela Pública “Reino de Dinamarca” ubicada frente al acceso a la Universidad de Chile, será trasladada en el corto plazo a otro lugar de la comuna de Maipú, por lo que no será necesario instalar reductores de velocidad, como se había planteado en las observaciones al EIA, emitidas por este mismo organismo.

De acuerdo a lo anterior, la proposición del Titular es la siguiente:

a) Complementar la señalización reglamentaria de velocidad máxima en la ruta, especialmente para los camiones que la utilizan.

b) Mejorar la señalización entre el acceso a la U. de Chile y el Puente Rinconada, esto es, cambiar las señales que se encuentran en mal estado.

c) Proponer pintura reflectante tipo cebra, en los postes de alumbrado público existentes en el tramo comprendido entre el acceso a la Universidad de Chile y la curva y contracurva que se ubica al oriente de la salida del Puente Rinconada, cuyo término coincide con el acceso a la Población J. Olivares.

d) Reponer la demarcación del eje del camino en el mismo tramo señalado en c).

e) Proponer limpieza y pintura de soleras en el mismo tramo señalado en c).



10. ESQUEMA FÍSICO Y OPERATIVO







ANEXO 1 MEDICIONES DE TRÁNSITO

OCTUBRE DE 2005



NPU

NTO

DE

CO

NTR

OL

Nº1

U. D

E C

HIL

E

RU

TA G

-260

(C

AM

INO

RIN

CO

NA

DA)12

34

65

LAM

INA

Nº1

CR

OQ

UIS

DE

LOS

MO

VIM

IEN

TOS

CEN

SAD

OS

NPU

NTO

DE

CO

NTR

OL

Nº4

SA

NTI

AG

O

AUTOPISTA DEL SOL

SA

N A

NTO

NIO

AV

EN

IDA

RIN

CO

NA

DA

Ramal

de su

bida

CA

LLE

A

NT

OFA

GA

ST

A

RU

TA G

-260

(CA

MIN

OR

INC

ON

AD

A)

PE

AJE

5 6

12

34.

a

4.b

7

NPU

NTO

DE

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Nº2

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RIN

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Censo de Tránsito realizado por el Consultor el 15 de Septiembre de 2005Lugar : Rinconada de MaipúPunto de Control Nº : 1Intersección : Ruta G-260 (Camino Rinconada) / Acceso a U. de ChileDuración : 14 Horas

Movimiento 1: Tránsito directo por Camino Rinconada de oriente a poniente

07:00-07:15 5 3 3 0 1107:15-07:30 12 2 2 0 1607:30-07:45 9 4 1 3 1707:45-08:00 13 1 2 1 17

Total período 39 10 8 4 6108:00-08:15 11 3 0 0 1408:15-08:30 15 2 3 0 2008:30-08:45 12 1 4 0 1708:45-09:00 13 1 4 0 18

Total período 51 7 11 0 6909:00-09:15 11 0 3 0 1409:15-09:30 14 2 3 1 2009:30-09:45 12 1 2 0 1509:45-10:00 9 3 4 0 16

Total período 46 6 12 1 6510:00-10:15 12 3 6 0 2110:15-10:30 11 0 4 0 1510:30-10:45 9 1 6 2 1810:45-11:00 11 1 4 0 16

Total período 43 5 20 2 7011:00-11:15 16 2 3 2 2311:15-11:30 9 4 3 0 1611:30-11:45 10 4 4 2 2011:45-12:00 10 0 3 0 13

Total período 45 10 13 4 7212:00-12:15 15 1 8 1 2512:15-12:30 17 3 4 2 2612:30-12:45 12 7 3 1 2312:45-13:00 8 2 3 1 14

Total período 52 13 18 5 8813:00-13:15 9 3 6 2 2013:15-13:30 18 2 7 0 2713:30-13:45 13 5 3 1 2213:45-14:00 12 3 4 1 20

Total período 52 13 20 4 8914:00-14:15 17 5 4 0 2614:15-14:30 14 5 5 0 2414:30-14:45 14 3 11 0 2814:45-15:00 15 4 9 0 28

Total período 60 17 29 0 10615:00-15:15 19 6 6 0 3115:15-15:30 15 7 4 0 2615:30-15:45 12 3 4 0 1915:45-16:00 19 5 3 0 27

Total período 65 21 17 0 10316:00-16:15 18 7 4 0 2916:15-16:30 17 2 7 0 2616:30-16:45 25 2 5 0 3216:45-17:00 13 4 3 0 20

Total período 73 15 19 0 10717:00-17:15 17 3 4 0 2417:15-17:30 8 2 4 1 1517:30-17:45 9 2 2 0 1317:45-18:00 9 5 5 1 20

Total período 43 12 15 2 7218:00-18:15 19 1 4 0 2418:15-18:30 22 3 7 1 3318:30-18:45 30 1 0 0 3118:45-19:00 21 4 4 0 29

Total período 92 9 15 1 11719:00-19:15 18 3 5 1 2719:15-19:30 23 3 3 0 2919:30-19:45 18 5 2 0 2519:45-20:00 17 3 0 0 20

Total período 76 14 10 1 10120:00-20:15 14 1 2 0 1720:15-20:30 18 4 2 0 2420:30-20:45 13 1 0 3 1720:45-21:00 12 0 0 1 13

Total período 57 6 4 4 71

Total 14 horas 794 158 211 28 1.191

CUADRO Nº 1.1

Buses y Taxibuses TOTALPeríodo

Vehículos Livianos

Camiones de 2 ejes

Camiones + de 2 ejes



Movimiento 2: Viraje a la derecha desde Rinconada Oriente hacia U. de Chile

07:00-07:15 4 3 3 0 1007:15-07:30 6 2 1 0 907:30-07:45 14 4 1 1 2007:45-08:00 28 1 0 2 31

Total período 52 10 5 3 7008:00-08:15 17 2 1 0 2008:15-08:30 6 5 0 0 1108:30-08:45 6 4 0 0 1008:45-09:00 4 4 1 0 9

Total período 33 15 2 0 5009:00-09:15 2 0 1 0 309:15-09:30 2 6 0 0 809:30-09:45 2 3 0 0 509:45-10:00 4 1 1 0 6

Total período 10 10 2 0 2210:00-10:15 2 8 1 1 1210:15-10:30 6 3 0 0 910:30-10:45 4 4 1 0 910:45-11:00 2 4 1 2 9

Total período 14 19 3 3 3911:00-11:15 5 0 2 1 811:15-11:30 4 4 1 0 911:30-11:45 9 4 1 0 1411:45-12:00 2 2 0 0 4

Total período 20 10 4 1 3512:00-12:15 3 6 0 0 912:15-12:30 7 3 0 0 1012:30-12:45 1 4 1 0 612:45-13:00 5 4 1 0 10

Total período 16 17 2 0 3513:00-13:15 6 2 0 2 1013:15-13:30 5 2 0 1 813:30-13:45 9 4 0 3 1613:45-14:00 9 3 0 4 16

Total período 29 11 0 10 5014:00-14:15 10 3 1 4 1814:15-14:30 6 5 0 1 1214:30-14:45 3 4 0 0 714:45-15:00 1 2 0 1 4

Total período 20 14 1 6 4115:00-15:15 6 7 1 2 1615:15-15:30 1 2 0 0 315:30-15:45 6 3 0 0 915:45-16:00 9 1 0 0 10

Total período 22 13 1 2 3816:00-16:15 7 1 0 0 816:15-16:30 3 2 0 0 516:30-16:45 4 1 0 0 516:45-17:00 5 1 0 1 7

Total período 19 5 0 1 2517:00-17:15 8 1 0 2 1117:15-17:30 5 2 0 0 717:30-17:45 5 1 2 0 817:45-18:00 5 1 0 1 7

Total período 23 5 2 3 3318:00-18:15 1 0 0 0 118:15-18:30 5 2 0 0 718:30-18:45 5 1 0 1 718:45-19:00 3 0 0 1 4

Total período 14 3 0 2 1919:00-19:15 1 1 0 0 219:15-19:30 1 0 0 0 119:30-19:45 2 0 0 0 219:45-20:00 4 0 0 0 4

Total período 8 1 0 0 920:00-20:15 2 0 0 0 220:15-20:30 4 0 0 0 420:30-20:45 1 0 0 1 220:45-21:00 3 0 0 0 3


Total 14 horas 290 133 22 32 477

CUADRO Nº 1.2


Vehículos Livianos

Camiones de 2 ejes




Movimiento 3: Viraje a la izquierda desde U. de Chile hacia Rinconada Oriente

07:00-07:15 1 0 0 0 107:15-07:30 2 0 0 0 207:30-07:45 0 6 1 1 807:45-08:00 5 5 3 0 13

Total período 8 11 4 1 2408:00-08:15 1 6 1 0 808:15-08:30 4 0 1 0 508:30-08:45 2 0 1 0 308:45-09:00 3 3 0 0 6

Total período 10 9 3 0 2209:00-09:15 0 3 0 0 309:15-09:30 1 2 0 0 009:30-09:45 1 1 1 0 009:45-10:00 4 2 0 0 6

Total período 6 8 1 0 1510:00-10:15 2 3 0 1 610:15-10:30 8 1 1 0 1010:30-10:45 2 2 1 0 510:45-11:00 1 6 0 1 8

Total período 13 12 2 2 2911:00-11:15 3 4 0 1 811:15-11:30 5 2 2 1 1011:30-11:45 5 1 0 0 611:45-12:00 2 2 2 0 6

Total período 15 9 4 2 3012:00-12:15 2 5 2 0 912:15-12:30 6 1 1 0 812:30-12:45 4 1 0 0 512:45-13:00 3 2 0 0 5

Total período 15 9 3 0 2713:00-13:15 4 0 1 2 713:15-13:30 3 2 0 1 613:30-13:45 3 4 1 2 1013:45-14:00 12 3 1 4 20

Total período 22 9 3 9 4314:00-14:15 2 2 1 2 714:15-14:30 6 5 0 2 1314:30-14:45 2 6 0 1 914:45-15:00 2 3 0 1 6

Total período 12 16 1 6 3515:00-15:15 3 3 1 0 715:15-15:30 0 3 0 0 315:30-15:45 4 3 1 0 815:45-16:00 1 3 1 0 5

Total período 8 12 3 0 2316:00-16:15 1 5 0 0 616:15-16:30 4 3 0 0 716:30-16:45 5 0 0 0 516:45-17:00 4 1 0 1 6

Total período 14 9 0 1 2417:00-17:15 10 0 0 3 1317:15-17:30 14 4 0 1 1917:30-17:45 15 1 0 0 1617:45-18:00 7 0 1 0 8

Total período 46 5 1 4 5618:00-18:15 15 0 0 1 1618:15-18:30 6 0 0 0 618:30-18:45 2 3 0 1 618:45-19:00 1 4 0 1 6

Total período 24 7 0 3 3419:00-19:15 9 0 0 0 919:15-19:30 4 1 0 0 519:30-19:45 2 0 0 0 219:45-20:00 4 1 0 0 5

Total período 19 2 0 0 2120:00-20:15 0 0 0 0 020:15-20:30 1 0 0 0 120:30-20:45 1 0 0 1 220:45-21:00 3 0 0 0 3


Total 14 horas 217 118 25 29 389

CUADRO Nº 1.3


Vehículos Livianos

Camiones de 2 ejes




Movimiento 4: Viraje a la derecha desde U. de Chile hacia Rinconada Poniente

07:00-07:15 2 0 0 0 207:15-07:30 1 0 0 0 107:30-07:45 2 0 0 0 207:45-08:00 3 0 1 0 4

Total período 8 0 1 0 908:00-08:15 6 0 0 0 608:15-08:30 3 0 0 0 308:30-08:45 1 0 0 0 108:45-09:00 3 1 0 0 4

Total período 13 1 0 0 1409:00-09:15 2 1 0 0 309:15-09:30 2 0 0 0 209:30-09:45 0 0 0 0 009:45-10:00 0 0 0 0 0

Total período 4 1 0 0 510:00-10:15 0 1 0 0 110:15-10:30 0 2 0 0 210:30-10:45 3 0 1 0 410:45-11:00 1 0 0 0 1

Total período 4 3 1 0 811:00-11:15 3 0 0 0 311:15-11:30 2 0 0 0 211:30-11:45 2 1 0 0 311:45-12:00 0 1 0 0 1

Total período 7 2 0 0 912:00-12:15 1 0 0 0 112:15-12:30 2 0 0 0 212:30-12:45 3 0 0 0 312:45-13:00 3 0 0 0 3

Total período 9 0 0 0 913:00-13:15 1 1 0 0 213:15-13:30 3 0 0 0 313:30-13:45 1 0 0 0 113:45-14:00 2 0 0 0 2

Total período 7 1 0 0 814:00-14:15 2 0 0 0 214:15-14:30 3 0 0 0 314:30-14:45 1 0 0 0 114:45-15:00 1 1 0 0 2

Total período 7 1 0 0 815:00-15:15 4 0 0 0 415:15-15:30 1 0 0 0 115:30-15:45 0 0 0 0 015:45-16:00 1 1 0 0 2

Total período 6 1 0 0 716:00-16:15 5 0 0 0 516:15-16:30 0 0 0 0 016:30-16:45 1 0 0 0 116:45-17:00 2 0 0 0 2

Total período 8 0 0 0 817:00-17:15 5 0 0 0 517:15-17:30 2 1 0 0 317:30-17:45 1 0 0 0 117:45-18:00 2 0 0 0 2

Total período 10 1 0 0 1118:00-18:15 2 0 0 0 218:15-18:30 2 0 0 0 218:30-18:45 1 0 0 0 118:45-19:00 0 0 0 0 0

Total período 5 0 0 0 519:00-19:15 0 0 0 0 019:15-19:30 4 0 0 0 419:30-19:45 2 0 0 0 219:45-20:00 3 0 0 0 3

Total período 9 0 0 0 920:00-20:15 2 0 0 0 220:15-20:30 0 0 0 0 020:30-20:45 0 0 0 0 020:45-21:00 0 0 0 0 0


Total 14 horas 99 11 2 0 112

CUADRO Nº 1.4


Vehículos Livianos

Camiones de 2 ejes




Movimiento 5: Viraje a la izquierda desde Rinconada Poniente hacia U. de Chile

07:00-07:15 3 0 0 0 307:15-07:30 1 0 0 0 107:30-07:45 1 0 0 0 107:45-08:00 1 0 0 0 1

Total período 6 0 0 0 608:00-08:15 5 2 0 0 708:15-08:30 4 0 0 0 408:30-08:45 4 0 1 0 508:45-09:00 0 0 0 0 0

Total período 13 2 1 0 1609:00-09:15 1 0 0 0 109:15-09:30 0 0 0 0 009:30-09:45 0 0 0 0 009:45-10:00 0 1 0 0 1

Total período 1 1 0 0 210:00-10:15 1 0 1 0 210:15-10:30 1 0 1 0 210:30-10:45 2 0 0 0 210:45-11:00 0 0 0 0 0

Total período 4 0 2 0 611:00-11:15 2 3 0 0 511:15-11:30 1 0 0 0 111:30-11:45 1 0 0 0 111:45-12:00 0 0 0 0 0

Total período 4 3 0 0 712:00-12:15 2 0 0 0 212:15-12:30 2 0 0 0 212:30-12:45 3 0 0 0 312:45-13:00 0 0 0 0 0

Total período 7 0 0 0 713:00-13:15 1 1 0 0 213:15-13:30 3 0 0 0 313:30-13:45 1 0 0 0 113:45-14:00 4 0 0 0 4

Total período 9 1 0 0 1014:00-14:15 2 1 0 0 314:15-14:30 0 1 0 0 114:30-14:45 0 0 0 0 014:45-15:00 2 0 0 0 2

Total período 4 2 0 0 615:00-15:15 2 0 0 0 215:15-15:30 0 0 0 0 015:30-15:45 0 0 0 0 015:45-16:00 2 0 0 0 2

Total período 4 0 0 0 416:00-16:15 2 1 0 0 316:15-16:30 1 0 0 0 116:30-16:45 0 0 0 0 016:45-17:00 2 0 0 0 2

Total período 5 1 0 0 617:00-17:15 2 1 0 0 317:15-17:30 2 0 0 0 217:30-17:45 0 0 0 0 017:45-18:00 2 0 0 0 2

Total período 6 1 0 0 718:00-18:15 3 0 0 0 318:15-18:30 2 0 0 0 218:30-18:45 1 2 0 0 318:45-19:00 1 0 0 0 1

Total período 7 2 0 0 919:00-19:15 1 0 0 0 119:15-19:30 0 0 0 0 019:30-19:45 1 0 0 0 119:45-20:00 0 0 0 0 0

Total período 2 0 0 0 220:00-20:15 1 0 0 0 120:15-20:30 0 0 0 0 020:30-20:45 0 0 0 0 020:45-21:00 1 0 0 0 1


Total 14 horas 74 13 3 0 90

CUADRO Nº 1.5


Vehículos Livianos

Camiones de 2 ejes




Movimiento 6: Tránsito directo por Camino Rinconada de poniente a oriente

07:00-07:15 19 0 2 1 2207:15-07:30 16 1 0 0 1707:30-07:45 26 2 2 2 3207:45-08:00 20 3 2 1 26

Total período 81 6 6 4 9708:00-08:15 12 2 0 1 1508:15-08:30 10 5 2 0 1708:30-08:45 15 1 6 0 2208:45-09:00 9 2 2 0 13

Total período 46 10 10 1 6709:00-09:15 10 0 7 0 1709:15-09:30 12 1 2 1 1609:30-09:45 7 4 1 1 1309:45-10:00 16 4 1 0 21

Total período 45 9 11 2 6710:00-10:15 7 5 1 1 1410:15-10:30 13 3 5 0 2110:30-10:45 12 2 3 1 1810:45-11:00 17 3 2 0 22

Total período 49 13 11 2 7511:00-11:15 8 2 2 0 1211:15-11:30 10 2 6 1 1911:30-11:45 16 2 4 0 2211:45-12:00 14 2 2 0 18

Total período 48 8 14 1 7112:00-12:15 13 4 5 0 2212:15-12:30 14 3 1 2 2012:30-12:45 15 3 1 0 1912:45-13:00 14 3 4 1 22

Total período 56 13 11 3 8313:00-13:15 16 3 6 1 2613:15-13:30 22 6 6 0 3413:30-13:45 21 3 2 2 2813:45-14:00 9 7 4 1 21

Total período 68 19 18 4 10914:00-14:15 11 6 3 0 2014:15-14:30 8 7 5 0 2014:30-14:45 6 3 7 0 1614:45-15:00 10 0 4 0 14

Total período 35 16 19 0 7015:00-15:15 15 3 4 0 2215:15-15:30 10 1 9 0 2015:30-15:45 12 9 2 0 2315:45-16:00 14 3 7 0 24

Total período 51 16 22 0 8916:00-16:15 13 8 3 0 2416:15-16:30 20 2 10 1 3316:30-16:45 15 8 4 0 2716:45-17:00 14 7 6 0 27

Total período 62 25 23 1 11117:00-17:15 20 3 3 0 2617:15-17:30 19 3 7 1 3017:30-17:45 14 5 2 0 2117:45-18:00 18 1 5 0 24

Total período 71 12 17 1 10118:00-18:15 18 1 3 1 2318:15-18:30 16 2 7 1 2618:30-18:45 28 6 2 0 3618:45-19:00 33 3 3 0 39

Total período 95 12 15 2 12419:00-19:15 24 4 2 0 3019:15-19:30 18 7 4 1 3019:30-19:45 19 3 5 0 2719:45-20:00 18 3 2 0 23

Total período 79 17 13 1 11020:00-20:15 20 1 2 0 2320:15-20:30 18 4 0 0 2220:30-20:45 20 1 2 0 2320:45-21:00 21 3 4 0 28


Total 14 horas 865 185 198 22 1.270

CUADRO Nº 1.6

Buses y Taxibuses TOTALPeríodo Vehículos

LivianosCamiones de

2 ejesCamiones + de

2 ejes


Censo de Tránsito realizado por el Consultor el 15 de Septiembre de 2005 (proyección año 2007)Lugar : Rinconada de MaipúPunto de Control Nº : 1Intersección : Ruta G-260 (Camino Rinconada) / Acceso a U. de ChileTasa crec. anual 7,5% 6,5% 5,5% 7,5%


07:00-07:15 6 3 3 0 1307:15-07:30 14 2 2 0 1807:30-07:45 10 5 1 3 2007:45-08:00 15 1 2 1 20

Total período 45 11 9 5 7008:00-08:15 13 3 0 0 1608:15-08:30 17 2 3 0 2308:30-08:45 14 1 4 0 1908:45-09:00 15 1 4 0 21

Total período 59 8 12 0 7909:00-09:15 13 0 3 0 1609:15-09:30 16 2 3 1 2309:30-09:45 14 1 2 0 1709:45-10:00 10 3 4 0 18

Total período 53 7 13 1 7410:00-10:15 14 3 7 0 2410:15-10:30 13 0 4 0 1710:30-10:45 10 1 7 2 2110:45-11:00 13 1 4 0 18

Total período 50 6 22 2 8011:00-11:15 18 2 3 2 2611:15-11:30 10 5 3 0 1811:30-11:45 12 5 4 2 2311:45-12:00 12 0 3 0 15

Total período 52 11 14 5 8212:00-12:15 17 1 9 1 2912:15-12:30 20 3 4 2 3012:30-12:45 14 8 3 1 2612:45-13:00 9 2 3 1 16

Total período 60 15 20 6 10113:00-13:15 10 3 7 2 2313:15-13:30 21 2 8 0 3113:30-13:45 15 6 3 1 2513:45-14:00 14 3 4 1 23

Total período 60 15 22 5 10214:00-14:15 20 6 4 0 3014:15-14:30 16 6 6 0 2714:30-14:45 16 3 12 0 3214:45-15:00 17 5 10 0 32

Total período 69 19 32 0 12115:00-15:15 22 7 7 0 3515:15-15:30 17 8 4 0 3015:30-15:45 14 3 4 0 2215:45-16:00 22 6 3 0 31

Total período 75 24 19 0 11816:00-16:15 21 8 4 0 3316:15-16:30 20 2 8 0 3016:30-16:45 29 2 6 0 3716:45-17:00 15 5 3 0 23

Total período 84 17 21 0 12317:00-17:15 20 3 4 0 2817:15-17:30 9 2 4 1 1717:30-17:45 10 2 2 0 1517:45-18:00 10 6 6 1 23

Total período 50 14 17 2 8218:00-18:15 22 1 4 0 2818:15-18:30 25 3 8 1 3818:30-18:45 35 1 0 0 3618:45-19:00 24 5 4 0 33

Total período 106 10 17 1 13419:00-19:15 21 3 6 1 3119:15-19:30 27 3 3 0 3319:30-19:45 21 6 2 0 2919:45-20:00 20 3 0 0 23

Total período 88 16 11 1 11620:00-20:15 16 1 2 0 2020:15-20:30 21 5 2 0 2820:30-20:45 15 1 0 3 2020:45-21:00 14 0 0 1 15


Total 14 horas 918 179 235 32 1.364

CUADRO Nº 1.7


Vehículos Livianos

Camiones de 2 ejes





07:00-07:15 5 3 3 0 1107:15-07:30 7 2 1 0 1007:30-07:45 16 5 1 1 2307:45-08:00 32 1 0 2 36

Total período 60 11 6 3 8008:00-08:15 20 2 1 0 2308:15-08:30 7 6 0 0 1308:30-08:45 7 5 0 0 1108:45-09:00 5 5 1 0 10

Total período 38 17 2 0 5709:00-09:15 2 0 1 0 309:15-09:30 2 7 0 0 909:30-09:45 2 3 0 0 609:45-10:00 5 1 1 0 7

Total período 12 11 2 0 2510:00-10:15 2 9 1 1 1410:15-10:30 7 3 0 0 1010:30-10:45 5 5 1 0 1010:45-11:00 2 5 1 2 10

Total período 16 22 3 3 4511:00-11:15 6 0 2 1 911:15-11:30 5 5 1 0 1011:30-11:45 10 5 1 0 1611:45-12:00 2 2 0 0 5

Total período 23 11 4 1 4012:00-12:15 3 7 0 0 1012:15-12:30 8 3 0 0 1112:30-12:45 1 5 1 0 712:45-13:00 6 5 1 0 11

Total período 18 19 2 0 4013:00-13:15 7 2 0 2 1213:15-13:30 6 2 0 1 913:30-13:45 10 5 0 3 1813:45-14:00 10 3 0 5 18

Total período 34 12 0 12 5814:00-14:15 12 3 1 5 2114:15-14:30 7 6 0 1 1414:30-14:45 3 5 0 0 814:45-15:00 1 2 0 1 5

Total período 23 16 1 7 4715:00-15:15 7 8 1 2 1815:15-15:30 1 2 0 0 315:30-15:45 7 3 0 0 1015:45-16:00 10 1 0 0 12

Total período 25 15 1 2 4416:00-16:15 8 1 0 0 916:15-16:30 3 2 0 0 616:30-16:45 5 1 0 0 616:45-17:00 6 1 0 1 8

Total período 22 6 0 1 2917:00-17:15 9 1 0 2 1317:15-17:30 6 2 0 0 817:30-17:45 6 1 2 0 917:45-18:00 6 1 0 1 8

Total período 27 6 2 3 3818:00-18:15 1 0 0 0 118:15-18:30 6 2 0 0 818:30-18:45 6 1 0 1 818:45-19:00 3 0 0 1 5

Total período 16 3 0 2 2219:00-19:15 1 1 0 0 219:15-19:30 1 0 0 0 119:30-19:45 2 0 0 0 219:45-20:00 5 0 0 0 5

Total período 9 1 0 0 1020:00-20:15 2 0 0 0 220:15-20:30 5 0 0 0 520:30-20:45 1 0 0 1 220:45-21:00 3 0 0 0 3


Total 14 horas 335 151 24 37 547

CUADRO Nº 1.8


Vehículos Livianos

Camiones de 2 ejes





07:00-07:15 1 0 0 0 107:15-07:30 2 0 0 0 207:30-07:45 0 7 1 1 907:45-08:00 6 6 3 0 15

Total período 9 12 4 1 2708:00-08:15 1 7 1 0 908:15-08:30 5 0 1 0 608:30-08:45 2 0 1 0 308:45-09:00 3 3 0 0 7

Total período 12 10 3 0 2509:00-09:15 0 3 0 0 309:15-09:30 1 2 0 0 009:30-09:45 1 1 1 0 009:45-10:00 5 2 0 0 7

Total período 7 9 1 0 1710:00-10:15 2 3 0 1 710:15-10:30 9 1 1 0 1110:30-10:45 2 2 1 0 610:45-11:00 1 7 0 1 9

Total período 15 14 2 2 3311:00-11:15 3 5 0 1 911:15-11:30 6 2 2 1 1111:30-11:45 6 1 0 0 711:45-12:00 2 2 2 0 7

Total período 17 10 4 2 3412:00-12:15 2 6 2 0 1012:15-12:30 7 1 1 0 912:30-12:45 5 1 0 0 612:45-13:00 3 2 0 0 6

Total período 17 10 3 0 3113:00-13:15 5 0 1 2 813:15-13:30 3 2 0 1 713:30-13:45 3 5 1 2 1113:45-14:00 14 3 1 5 23

Total período 25 10 3 10 4914:00-14:15 2 2 1 2 814:15-14:30 7 6 0 2 1514:30-14:45 2 7 0 1 1014:45-15:00 2 3 0 1 7

Total período 14 18 1 7 4015:00-15:15 3 3 1 0 815:15-15:30 0 3 0 0 315:30-15:45 5 3 1 0 915:45-16:00 1 3 1 0 6

Total período 9 14 3 0 2616:00-16:15 1 6 0 0 716:15-16:30 5 3 0 0 816:30-16:45 6 0 0 0 616:45-17:00 5 1 0 1 7

Total período 16 10 0 1 2817:00-17:15 12 0 0 3 1517:15-17:30 16 5 0 1 2217:30-17:45 17 1 0 0 1817:45-18:00 8 0 1 0 9

Total período 53 6 1 5 6518:00-18:15 17 0 0 1 1818:15-18:30 7 0 0 0 718:30-18:45 2 3 0 1 718:45-19:00 1 5 0 1 7

Total período 28 8 0 3 3919:00-19:15 10 0 0 0 1019:15-19:30 5 1 0 0 619:30-19:45 2 0 0 0 219:45-20:00 5 1 0 0 6

Total período 22 2 0 0 2420:00-20:15 0 0 0 0 020:15-20:30 1 0 0 0 120:30-20:45 1 0 0 1 220:45-21:00 3 0 0 0 3


Total 14 horas 251 134 28 34 446

CUADRO Nº 1.9


Vehículos Livianos

Camiones de 2 ejes





07:00-07:15 2 0 0 0 207:15-07:30 1 0 0 0 107:30-07:45 2 0 0 0 207:45-08:00 3 0 1 0 5

Total período 9 0 1 0 1008:00-08:15 7 0 0 0 708:15-08:30 3 0 0 0 308:30-08:45 1 0 0 0 108:45-09:00 3 1 0 0 5

Total período 15 1 0 0 1609:00-09:15 2 1 0 0 309:15-09:30 2 0 0 0 209:30-09:45 0 0 0 0 009:45-10:00 0 0 0 0 0

Total período 5 1 0 0 610:00-10:15 0 1 0 0 110:15-10:30 0 2 0 0 210:30-10:45 3 0 1 0 510:45-11:00 1 0 0 0 1

Total período 5 3 1 0 911:00-11:15 3 0 0 0 311:15-11:30 2 0 0 0 211:30-11:45 2 1 0 0 311:45-12:00 0 1 0 0 1

Total período 8 2 0 0 1012:00-12:15 1 0 0 0 112:15-12:30 2 0 0 0 212:30-12:45 3 0 0 0 312:45-13:00 3 0 0 0 3

Total período 10 0 0 0 1013:00-13:15 1 1 0 0 213:15-13:30 3 0 0 0 313:30-13:45 1 0 0 0 113:45-14:00 2 0 0 0 2

Total período 8 1 0 0 914:00-14:15 2 0 0 0 214:15-14:30 3 0 0 0 314:30-14:45 1 0 0 0 114:45-15:00 1 1 0 0 2

Total período 8 1 0 0 915:00-15:15 5 0 0 0 515:15-15:30 1 0 0 0 115:30-15:45 0 0 0 0 015:45-16:00 1 1 0 0 2

Total período 7 1 0 0 816:00-16:15 6 0 0 0 616:15-16:30 0 0 0 0 016:30-16:45 1 0 0 0 116:45-17:00 2 0 0 0 2

Total período 9 0 0 0 917:00-17:15 6 0 0 0 617:15-17:30 2 1 0 0 317:30-17:45 1 0 0 0 117:45-18:00 2 0 0 0 2

Total período 12 1 0 0 1318:00-18:15 2 0 0 0 218:15-18:30 2 0 0 0 218:30-18:45 1 0 0 0 118:45-19:00 0 0 0 0 0

Total período 6 0 0 0 619:00-19:15 0 0 0 0 019:15-19:30 5 0 0 0 519:30-19:45 2 0 0 0 219:45-20:00 3 0 0 0 3

Total período 10 0 0 0 1020:00-20:15 2 0 0 0 220:15-20:30 0 0 0 0 020:30-20:45 0 0 0 0 020:45-21:00 0 0 0 0 0


Total 14 horas 114 12 2 0 129

CUADRO Nº 1.10


Vehículos Livianos

Camiones de 2 ejes





07:00-07:15 3 0 0 0 307:15-07:30 1 0 0 0 107:30-07:45 1 0 0 0 107:45-08:00 1 0 0 0 1

Total período 7 0 0 0 708:00-08:15 6 2 0 0 808:15-08:30 5 0 0 0 508:30-08:45 5 0 1 0 608:45-09:00 0 0 0 0 0

Total período 15 2 1 0 1809:00-09:15 1 0 0 0 109:15-09:30 0 0 0 0 009:30-09:45 0 0 0 0 009:45-10:00 0 1 0 0 1

Total período 1 1 0 0 210:00-10:15 1 0 1 0 210:15-10:30 1 0 1 0 210:30-10:45 2 0 0 0 210:45-11:00 0 0 0 0 0

Total período 5 0 2 0 711:00-11:15 2 3 0 0 611:15-11:30 1 0 0 0 111:30-11:45 1 0 0 0 111:45-12:00 0 0 0 0 0

Total período 5 3 0 0 812:00-12:15 2 0 0 0 212:15-12:30 2 0 0 0 212:30-12:45 3 0 0 0 312:45-13:00 0 0 0 0 0

Total período 8 0 0 0 813:00-13:15 1 1 0 0 213:15-13:30 3 0 0 0 313:30-13:45 1 0 0 0 113:45-14:00 5 0 0 0 5

Total período 10 1 0 0 1214:00-14:15 2 1 0 0 314:15-14:30 0 1 0 0 114:30-14:45 0 0 0 0 014:45-15:00 2 0 0 0 2

Total período 5 2 0 0 715:00-15:15 2 0 0 0 215:15-15:30 0 0 0 0 015:30-15:45 0 0 0 0 015:45-16:00 2 0 0 0 2

Total período 5 0 0 0 516:00-16:15 2 1 0 0 316:15-16:30 1 0 0 0 116:30-16:45 0 0 0 0 016:45-17:00 2 0 0 0 2

Total período 6 1 0 0 717:00-17:15 2 1 0 0 317:15-17:30 2 0 0 0 217:30-17:45 0 0 0 0 017:45-18:00 2 0 0 0 2

Total período 7 1 0 0 818:00-18:15 3 0 0 0 318:15-18:30 2 0 0 0 218:30-18:45 1 2 0 0 318:45-19:00 1 0 0 0 1

Total período 8 2 0 0 1019:00-19:15 1 0 0 0 119:15-19:30 0 0 0 0 019:30-19:45 1 0 0 0 119:45-20:00 0 0 0 0 0

Total período 2 0 0 0 220:00-20:15 1 0 0 0 120:15-20:30 0 0 0 0 020:30-20:45 0 0 0 0 020:45-21:00 1 0 0 0 1


Total 14 horas 86 15 3 0 104

CUADRO Nº 1.11


Vehículos Livianos

Camiones de 2 ejes





07:00-07:15 22 0 2 1 2507:15-07:30 18 1 0 0 2007:30-07:45 30 2 2 2 3707:45-08:00 23 3 2 1 30

Total período 94 7 7 5 11208:00-08:15 14 2 0 1 1708:15-08:30 12 6 2 0 1908:30-08:45 17 1 7 0 2508:45-09:00 10 2 2 0 15

Total período 53 11 11 1 7709:00-09:15 12 0 8 0 1909:15-09:30 14 1 2 1 1809:30-09:45 8 5 1 1 1509:45-10:00 18 5 1 0 24

Total período 52 10 12 2 7710:00-10:15 8 6 1 1 1610:15-10:30 15 3 6 0 2410:30-10:45 14 2 3 1 2110:45-11:00 20 3 2 0 25

Total período 57 15 12 2 8611:00-11:15 9 2 2 0 1411:15-11:30 12 2 7 1 2211:30-11:45 18 2 4 0 2511:45-12:00 16 2 2 0 21

Total período 55 9 16 1 8112:00-12:15 15 5 6 0 2512:15-12:30 16 3 1 2 2312:30-12:45 17 3 1 0 2212:45-13:00 16 3 4 1 25

Total período 65 15 12 3 9513:00-13:15 18 3 7 1 3013:15-13:30 25 7 7 0 3913:30-13:45 24 3 2 2 3213:45-14:00 10 8 4 1 24

Total período 79 22 20 5 12514:00-14:15 13 7 3 0 2314:15-14:30 9 8 6 0 2314:30-14:45 7 3 8 0 1814:45-15:00 12 0 4 0 16

Total período 40 18 21 0 8015:00-15:15 17 3 4 0 2515:15-15:30 12 1 10 0 2315:30-15:45 14 10 2 0 2615:45-16:00 16 3 8 0 27

Total período 59 18 24 0 10216:00-16:15 15 9 3 0 2716:15-16:30 23 2 11 1 3816:30-16:45 17 9 4 0 3116:45-17:00 16 8 7 0 31

Total período 72 28 26 1 12717:00-17:15 23 3 3 0 3017:15-17:30 22 3 8 1 3417:30-17:45 16 6 2 0 2417:45-18:00 21 1 6 0 28

Total período 82 14 19 1 11618:00-18:15 21 1 3 1 2618:15-18:30 18 2 8 1 3018:30-18:45 32 7 2 0 4118:45-19:00 38 3 3 0 45

Total período 110 14 17 2 14219:00-19:15 28 5 2 0 3419:15-19:30 21 8 4 1 3419:30-19:45 22 3 6 0 3119:45-20:00 21 3 2 0 26

Total período 91 19 14 1 12620:00-20:15 23 1 2 0 2620:15-20:30 21 5 0 0 2520:30-20:45 23 1 2 0 2620:45-21:00 24 3 4 0 32


Total 14 horas 1.000 210 220 25 1.455

CUADRO Nº 1.12


Vehículos Livianos

Camiones de 2 ejes





07:00-07:15 8 5 4 0 1707:15-07:30 20 3 3 0 2607:30-07:45 15 6 1 5 2807:45-08:00 22 2 3 2 28

Total período 65 16 12 7 9908:00-08:15 18 5 0 0 2308:15-08:30 25 3 4 0 3208:30-08:45 20 2 6 0 2708:45-09:00 22 2 6 0 29

Total período 85 11 16 0 11109:00-09:15 18 0 4 0 2309:15-09:30 23 3 4 2 3209:30-09:45 20 2 3 0 2409:45-10:00 15 5 6 0 25

Total período 76 9 17 2 10510:00-10:15 20 5 9 0 3310:15-10:30 18 0 6 0 2410:30-10:45 15 2 9 3 2910:45-11:00 18 2 6 0 26

Total período 71 8 29 3 11211:00-11:15 27 3 4 3 3711:15-11:30 15 6 4 0 2611:30-11:45 17 6 6 3 3211:45-12:00 17 0 4 0 21

Total período 75 16 19 7 11612:00-12:15 25 2 12 2 4012:15-12:30 28 5 6 3 4212:30-12:45 20 11 4 2 3712:45-13:00 13 3 4 2 22

Total período 86 20 26 8 14113:00-13:15 15 5 9 3 3213:15-13:30 30 3 10 0 4313:30-13:45 22 8 4 2 3513:45-14:00 20 5 6 2 32

Total período 86 20 29 7 14214:00-14:15 28 8 6 0 4214:15-14:30 23 8 7 0 3814:30-14:45 23 5 16 0 4414:45-15:00 25 6 13 0 44

Total período 100 26 42 0 16815:00-15:15 32 9 9 0 5015:15-15:30 25 11 6 0 4215:30-15:45 20 5 6 0 3015:45-16:00 32 8 4 0 44

Total período 108 33 25 0 16516:00-16:15 30 11 6 0 4716:15-16:30 28 3 10 0 4116:30-16:45 41 3 7 0 5216:45-17:00 22 6 4 0 32

Total período 121 23 28 0 17217:00-17:15 28 5 6 0 3917:15-17:30 13 3 6 2 2417:30-17:45 15 3 3 0 2117:45-18:00 15 8 7 2 32

Total período 71 19 22 3 11518:00-18:15 32 2 6 0 3918:15-18:30 36 5 10 2 5318:30-18:45 50 2 0 0 5118:45-19:00 35 6 6 0 47

Total período 153 14 22 2 19019:00-19:15 30 5 7 2 4319:15-19:30 38 5 4 0 4719:30-19:45 30 8 3 0 4119:45-20:00 28 5 0 0 33

Total período 126 22 15 2 16420:00-20:15 23 2 3 0 2820:15-20:30 30 6 3 0 3920:30-20:45 22 2 0 5 2820:45-21:00 20 0 0 2 22


Total 14 horas 1.317 246 307 46 1.916

CUADRO Nº 1.13


Vehículos Livianos

Camiones de 2 ejes





07:00-07:15 7 5 4 0 1607:15-07:30 10 3 1 0 1507:30-07:45 23 6 1 2 3307:45-08:00 46 2 0 3 51

Total período 86 16 7 5 11408:00-08:15 28 3 1 0 3308:15-08:30 10 8 0 0 1808:30-08:45 10 6 0 0 1608:45-09:00 7 6 1 0 14

Total período 55 23 3 0 8109:00-09:15 3 0 1 0 509:15-09:30 3 9 0 0 1309:30-09:45 3 5 0 0 809:45-10:00 7 2 1 0 10

Total período 17 16 3 0 3510:00-10:15 3 12 1 2 1910:15-10:30 10 5 0 0 1510:30-10:45 7 6 1 0 1410:45-11:00 3 6 1 3 14

Total período 23 30 4 5 6211:00-11:15 8 0 3 2 1311:15-11:30 7 6 1 0 1411:30-11:45 15 6 1 0 2311:45-12:00 3 3 0 0 6

Total período 33 16 6 2 5612:00-12:15 5 9 0 0 1412:15-12:30 12 5 0 0 1612:30-12:45 2 6 1 0 912:45-13:00 8 6 1 0 16

Total período 27 26 3 0 5613:00-13:15 10 3 0 3 1613:15-13:30 8 3 0 2 1313:30-13:45 15 6 0 5 2613:45-14:00 15 5 0 7 26

Total período 48 17 0 17 8214:00-14:15 17 5 1 7 2914:15-14:30 10 8 0 2 1914:30-14:45 5 6 0 0 1114:45-15:00 2 3 0 2 6

Total período 33 22 1 10 6615:00-15:15 10 11 1 3 2615:15-15:30 2 3 0 0 515:30-15:45 10 5 0 0 1515:45-16:00 15 2 0 0 16

Total período 36 20 1 3 6116:00-16:15 12 2 0 0 1316:15-16:30 5 3 0 0 816:30-16:45 7 2 0 0 816:45-17:00 8 2 0 2 12

Total período 32 8 0 2 4117:00-17:15 13 2 0 3 1817:15-17:30 8 3 0 0 1117:30-17:45 8 2 3 0 1317:45-18:00 8 2 0 2 12

Total período 38 8 3 5 5418:00-18:15 2 0 0 0 218:15-18:30 8 3 0 0 1118:30-18:45 8 2 0 2 1218:45-19:00 5 0 0 2 7

Total período 23 5 0 3 3119:00-19:15 2 2 0 0 319:15-19:30 2 0 0 0 219:30-19:45 3 0 0 0 319:45-20:00 7 0 0 0 7

Total período 13 2 0 0 1520:00-20:15 3 0 0 0 320:15-20:30 7 0 0 0 720:30-20:45 2 0 0 2 320:45-21:00 5 0 0 0 5


Total 14 horas 481 207 32 53 773

CUADRO Nº 1.14


Vehículos Livianos

Camiones de 2 ejes





07:00-07:15 2 0 0 0 207:15-07:30 3 0 0 0 307:30-07:45 0 9 1 2 1207:45-08:00 8 8 4 0 20

Total período 13 17 6 2 3808:00-08:15 2 9 1 0 1208:15-08:30 7 0 1 0 808:30-08:45 3 0 1 0 508:45-09:00 5 5 0 0 10

Total período 17 14 4 0 3509:00-09:15 0 5 0 0 509:15-09:30 2 3 0 0 009:30-09:45 2 2 1 0 009:45-10:00 7 3 0 0 10

Total período 10 12 1 0 2410:00-10:15 3 5 0 2 1010:15-10:30 13 2 1 0 1610:30-10:45 3 3 1 0 810:45-11:00 2 9 0 2 13

Total período 22 19 3 3 4611:00-11:15 5 6 0 2 1311:15-11:30 8 3 3 2 1611:30-11:45 8 2 0 0 1011:45-12:00 3 3 3 0 9

Total período 25 14 6 3 4812:00-12:15 3 8 3 0 1412:15-12:30 10 2 1 0 1312:30-12:45 7 2 0 0 812:45-13:00 5 3 0 0 8

Total período 25 14 4 0 4313:00-13:15 7 0 1 3 1113:15-13:30 5 3 0 2 1013:30-13:45 5 6 1 3 1613:45-14:00 20 5 1 7 33

Total período 36 14 4 15 7014:00-14:15 3 3 1 3 1114:15-14:30 10 8 0 3 2114:30-14:45 3 9 0 2 1414:45-15:00 3 5 0 2 10

Total período 20 25 1 10 5615:00-15:15 5 5 1 0 1115:15-15:30 0 5 0 0 515:30-15:45 7 5 1 0 1315:45-16:00 2 5 1 0 8

Total período 13 19 4 0 3616:00-16:15 2 8 0 0 916:15-16:30 7 5 0 0 1116:30-16:45 8 0 0 0 816:45-17:00 7 2 0 2 10

Total período 23 14 0 2 3917:00-17:15 17 0 0 5 2217:15-17:30 23 6 0 2 3117:30-17:45 25 2 0 0 2617:45-18:00 12 0 1 0 13

Total período 76 8 1 7 9218:00-18:15 25 0 0 2 2718:15-18:30 10 0 0 0 1018:30-18:45 3 5 0 2 1018:45-19:00 2 6 0 2 10

Total período 40 11 0 5 5619:00-19:15 15 0 0 0 1519:15-19:30 7 2 0 0 819:30-19:45 3 0 0 0 319:45-20:00 7 2 0 0 8

Total período 32 3 0 0 3520:00-20:15 0 0 0 0 020:15-20:30 2 0 0 0 220:30-20:45 2 0 0 2 320:45-21:00 5 0 0 0 5


Total 14 horas 360 183 36 48 628

CUADRO Nº 1.15


Vehículos Livianos

Camiones de 2 ejes





07:00-07:15 3 0 0 0 307:15-07:30 2 0 0 0 207:30-07:45 3 0 0 0 307:45-08:00 5 0 1 0 6

Total período 13 0 1 0 1508:00-08:15 10 0 0 0 1008:15-08:30 5 0 0 0 508:30-08:45 2 0 0 0 208:45-09:00 5 2 0 0 7

Total período 22 2 0 0 2309:00-09:15 3 2 0 0 509:15-09:30 3 0 0 0 309:30-09:45 0 0 0 0 009:45-10:00 0 0 0 0 0

Total período 7 2 0 0 810:00-10:15 0 2 0 0 210:15-10:30 0 3 0 0 310:30-10:45 5 0 1 0 610:45-11:00 2 0 0 0 2

Total período 7 5 1 0 1311:00-11:15 5 0 0 0 511:15-11:30 3 0 0 0 311:30-11:45 3 2 0 0 511:45-12:00 0 2 0 0 2

Total período 12 3 0 0 1512:00-12:15 2 0 0 0 212:15-12:30 3 0 0 0 312:30-12:45 5 0 0 0 512:45-13:00 5 0 0 0 5

Total período 15 0 0 0 1513:00-13:15 2 2 0 0 313:15-13:30 5 0 0 0 513:30-13:45 2 0 0 0 213:45-14:00 3 0 0 0 3

Total período 12 2 0 0 1314:00-14:15 3 0 0 0 314:15-14:30 5 0 0 0 514:30-14:45 2 0 0 0 214:45-15:00 2 2 0 0 3

Total período 12 2 0 0 1315:00-15:15 7 0 0 0 715:15-15:30 2 0 0 0 215:30-15:45 0 0 0 0 015:45-16:00 2 2 0 0 3

Total período 10 2 0 0 1216:00-16:15 8 0 0 0 816:15-16:30 0 0 0 0 016:30-16:45 2 0 0 0 216:45-17:00 3 0 0 0 3

Total período 13 0 0 0 1317:00-17:15 8 0 0 0 817:15-17:30 3 2 0 0 517:30-17:45 2 0 0 0 217:45-18:00 3 0 0 0 3

Total período 17 2 0 0 1818:00-18:15 3 0 0 0 318:15-18:30 3 0 0 0 318:30-18:45 2 0 0 0 218:45-19:00 0 0 0 0 0

Total período 8 0 0 0 819:00-19:15 0 0 0 0 019:15-19:30 7 0 0 0 719:30-19:45 3 0 0 0 319:45-20:00 5 0 0 0 5

Total período 15 0 0 0 1520:00-20:15 3 0 0 0 320:15-20:30 0 0 0 0 020:30-20:45 0 0 0 0 020:45-21:00 0 0 0 0 0


Total 14 horas 164 17 3 0 184

CUADRO Nº 1.16


Vehículos Livianos

Camiones de 2 ejes





07:00-07:15 5 0 0 0 507:15-07:30 2 0 0 0 207:30-07:45 2 0 0 0 207:45-08:00 2 0 0 0 2

Total período 10 0 0 0 1008:00-08:15 8 3 0 0 1108:15-08:30 7 0 0 0 708:30-08:45 7 0 1 0 808:45-09:00 0 0 0 0 0

Total período 22 3 1 0 2609:00-09:15 2 0 0 0 209:15-09:30 0 0 0 0 009:30-09:45 0 0 0 0 009:45-10:00 0 2 0 0 2

Total período 2 2 0 0 310:00-10:15 2 0 1 0 310:15-10:30 2 0 1 0 310:30-10:45 3 0 0 0 310:45-11:00 0 0 0 0 0

Total período 7 0 3 0 1011:00-11:15 3 5 0 0 811:15-11:30 2 0 0 0 211:30-11:45 2 0 0 0 211:45-12:00 0 0 0 0 0

Total período 7 5 0 0 1112:00-12:15 3 0 0 0 312:15-12:30 3 0 0 0 312:30-12:45 5 0 0 0 512:45-13:00 0 0 0 0 0

Total período 12 0 0 0 1213:00-13:15 2 2 0 0 313:15-13:30 5 0 0 0 513:30-13:45 2 0 0 0 213:45-14:00 7 0 0 0 7

Total período 15 2 0 0 1614:00-14:15 3 2 0 0 514:15-14:30 0 2 0 0 214:30-14:45 0 0 0 0 014:45-15:00 3 0 0 0 3

Total período 7 3 0 0 1015:00-15:15 3 0 0 0 315:15-15:30 0 0 0 0 015:30-15:45 0 0 0 0 015:45-16:00 3 0 0 0 3

Total período 7 0 0 0 716:00-16:15 3 2 0 0 516:15-16:30 2 0 0 0 216:30-16:45 0 0 0 0 016:45-17:00 3 0 0 0 3

Total período 8 2 0 0 1017:00-17:15 3 2 0 0 517:15-17:30 3 0 0 0 317:30-17:45 0 0 0 0 017:45-18:00 3 0 0 0 3

Total período 10 2 0 0 1218:00-18:15 5 0 0 0 518:15-18:30 3 0 0 0 318:30-18:45 2 3 0 0 518:45-19:00 2 0 0 0 2

Total período 12 3 0 0 1519:00-19:15 2 0 0 0 219:15-19:30 0 0 0 0 019:30-19:45 2 0 0 0 219:45-20:00 0 0 0 0 0

Total período 3 0 0 0 320:00-20:15 2 0 0 0 220:15-20:30 0 0 0 0 020:30-20:45 0 0 0 0 020:45-21:00 2 0 0 0 2


Total 14 horas 123 20 4 0 147

CUADRO Nº 1.17


Vehículos Livianos

Camiones de 2 ejes





07:00-07:15 32 0 3 2 3607:15-07:30 27 2 0 0 2807:30-07:45 43 3 3 3 5207:45-08:00 33 5 3 2 42

Total período 134 9 9 7 15908:00-08:15 20 3 0 2 2508:15-08:30 17 8 3 0 2708:30-08:45 25 2 9 0 3508:45-09:00 15 3 3 0 21

Total período 76 16 15 2 10809:00-09:15 17 0 10 0 2709:15-09:30 20 2 3 2 2609:30-09:45 12 6 1 2 2109:45-10:00 27 6 1 0 34

Total período 75 14 16 3 10810:00-10:15 12 8 1 2 2210:15-10:30 22 5 7 0 3410:30-10:45 20 3 4 2 2910:45-11:00 28 5 3 0 36

Total período 81 20 16 3 12111:00-11:15 13 3 3 0 1911:15-11:30 17 3 9 2 3011:30-11:45 27 3 6 0 3511:45-12:00 23 3 3 0 29

Total período 80 12 20 2 11412:00-12:15 22 6 7 0 3512:15-12:30 23 5 1 3 3312:30-12:45 25 5 1 0 3112:45-13:00 23 5 6 2 35

Total período 93 20 16 5 13413:00-13:15 27 5 9 2 4213:15-13:30 36 9 9 0 5513:30-13:45 35 5 3 3 4613:45-14:00 15 11 6 2 33

Total período 113 30 26 7 17514:00-14:15 18 9 4 0 3214:15-14:30 13 11 7 0 3114:30-14:45 10 5 10 0 2514:45-15:00 17 0 6 0 22

Total período 58 25 28 0 11115:00-15:15 25 5 6 0 3515:15-15:30 17 2 13 0 3115:30-15:45 20 14 3 0 3715:45-16:00 23 5 10 0 38

Total período 85 25 32 0 14116:00-16:15 22 12 4 0 3816:15-16:30 33 3 15 2 5216:30-16:45 25 12 6 0 4316:45-17:00 23 11 9 0 43

Total período 103 39 33 2 17717:00-17:15 33 5 4 0 4217:15-17:30 32 5 10 2 4817:30-17:45 23 8 3 0 3417:45-18:00 30 2 7 0 39

Total período 118 19 25 2 16318:00-18:15 30 2 4 2 3718:15-18:30 27 3 10 2 4118:30-18:45 46 9 3 0 5918:45-19:00 55 5 4 0 64

Total período 158 19 22 3 20119:00-19:15 40 6 3 0 4919:15-19:30 30 11 6 2 4819:30-19:45 32 5 7 0 4319:45-20:00 30 5 3 0 37

Total período 131 26 19 2 17820:00-20:15 33 2 3 0 3820:15-20:30 30 6 0 0 3620:30-20:45 33 2 3 0 3820:45-21:00 35 5 6 0 45


Total 14 horas 1.435 287 288 36 2.047

CUADRO Nº 1.18


Vehículos Livianos

Camiones de 2 ejes



Censo de Tránsito realizado por el Consultor el 15 de Septiembre de 2005Lugar: : Rinconada de MaipúPunto de Control Nº: : 2Intersección : Ruta G-260 (Camino Rinconada) / Acceso población J. OlivaresDuración : 14 Horas


07:00-07:15 15 2 4 12 3307:15-07:30 13 0 0 4 1707:30-07:45 15 0 0 1 1607:45-08:00 30 3 6 11 50

Total período 73 5 10 28 11608:00-08:15 19 6 1 5 3108:15-08:30 14 2 3 6 2508:30-08:45 15 4 4 6 2908:45-09:00 14 2 6 8 30

Total período 62 14 14 25 11509:00-09:15 18 2 2 12 3409:15-09:30 15 5 4 11 3509:30-09:45 13 3 2 9 2709:45-10:00 12 3 8 8 31

Total período 58 13 16 40 12710:00-10:15 21 9 4 11 4510:15-10:30 15 3 5 12 3510:30-10:45 17 5 3 12 3710:45-11:00 20 8 2 15 45

Total período 73 25 14 50 16211:00-11:15 14 4 5 5 2811:15-11:30 17 8 7 5 3711:30-11:45 21 5 5 8 3911:45-12:00 12 3 5 8 28

Total período 64 20 22 26 13212:00-12:15 17 7 7 10 4112:15-12:30 28 9 5 10 5212:30-12:45 15 8 3 13 3912:45-13:00 10 6 6 5 27

Total período 70 30 21 38 15913:00-13:15 24 6 5 9 4413:15-13:30 24 4 9 9 4613:30-13:45 27 8 4 8 4713:45-14:00 27 7 4 7 45

Total período 102 25 22 33 18214:00-14:15 25 9 4 9 4714:15-14:30 24 4 15 14 5714:30-14:45 21 3 9 12 4514:45-15:00 19 10 10 9 48

Total período 89 26 38 44 19715:00-15:15 19 10 7 14 5015:15-15:30 20 9 6 9 4415:30-15:45 18 4 4 19 4515:45-16:00 29 6 3 6 44

Total período 86 29 20 48 18316:00-16:15 24 7 5 5 4116:15-16:30 22 4 10 9 4516:30-16:45 24 1 7 5 3716:45-17:00 18 3 1 11 33

Total período 88 15 23 30 15617:00-17:15 21 5 3 9 3817:15-17:30 16 5 6 7 3417:30-17:45 15 3 4 5 2717:45-18:00 18 6 2 11 37

Total período 70 19 15 32 13618:00-18:15 19 3 4 9 3518:15-18:30 36 9 3 6 5418:30-18:45 30 1 2 9 4218:45-19:00 21 6 5 6 38

Total período 106 19 14 30 16919:00-19:15 19 4 3 6 3219:15-19:30 23 4 2 10 3919:30-19:45 23 4 2 9 3819:45-20:00 18 0 4 4 26

Total período 83 12 11 29 13520:00-20:15 24 6 1 12 4320:15-20:30 19 1 2 9 3120:30-20:45 15 1 2 10 2820:45-21:00 30 3 4 9 46


Total 14 horas 1.112 263 249 493 2.117

CUADRO Nº 2.1


Vehículos Livianos

Camiones de 2 ejes



Censo de Tránsito realizado por el Consultor el 15 de Septiembre de 2005Lugar : Rinconada de MaipúPunto de Control Nº : 2Intersección : Ruta G-260 (Camino Rinconada) / Acceso población J. OlivaresDuración : 14 Horas

Movimiento 2: Viraje a la derecha desde Rinconada Oriente hacia población J. Olivares

07:00-07:15 2 0 0 0 207:15-07:30 0 0 0 0 007:30-07:45 0 0 0 0 007:45-08:00 1 0 0 0 1

Total período 3 0 0 0 308:00-08:15 3 0 0 0 308:15-08:30 2 0 0 0 208:30-08:45 0 1 0 0 108:45-09:00 0 0 2 0 2

Total período 5 1 2 0 809:00-09:15 1 0 2 0 309:15-09:30 2 0 0 0 209:30-09:45 2 1 0 0 309:45-10:00 1 0 1 0 2

Total período 6 1 3 0 1010:00-10:15 3 0 2 0 510:15-10:30 3 1 2 1 710:30-10:45 0 0 0 0 010:45-11:00 1 0 1 1 3

Total período 7 1 5 2 1511:00-11:15 0 0 0 0 011:15-11:30 2 3 0 5 1011:30-11:45 2 1 0 3 611:45-12:00 4 0 1 4 9

Total período 8 4 1 12 2512:00-12:15 0 1 0 0 112:15-12:30 5 1 0 0 612:30-12:45 3 0 0 0 312:45-13:00 4 0 0 0 4

Total período 12 2 0 0 1413:00-13:15 2 0 0 0 213:15-13:30 2 0 0 1 313:30-13:45 2 0 1 0 313:45-14:00 0 1 0 0 1

Total período 6 1 1 1 914:00-14:15 3 2 0 0 514:15-14:30 0 0 0 0 014:30-14:45 2 0 1 0 314:45-15:00 1 0 0 1 2

Total período 6 2 1 1 1015:00-15:15 3 0 0 1 415:15-15:30 2 0 0 1 315:30-15:45 1 0 0 0 115:45-16:00 2 0 0 1 3

Total período 8 0 0 3 1116:00-16:15 4 0 0 0 416:15-16:30 3 3 0 0 616:30-16:45 5 2 0 0 716:45-17:00 2 0 0 1 3

Total período 14 5 0 1 2017:00-17:15 2 1 1 0 417:15-17:30 1 0 0 0 117:30-17:45 7 1 0 0 817:45-18:00 6 0 1 0 7

Total período 16 2 2 0 2018:00-18:15 7 0 0 0 718:15-18:30 3 0 0 0 318:30-18:45 1 0 0 0 118:45-19:00 5 2 0 0 7

Total período 16 2 0 0 1819:00-19:15 6 0 0 0 619:15-19:30 5 2 0 0 719:30-19:45 6 2 0 0 819:45-20:00 5 1 0 0 6

Total período 22 5 0 0 2720:00-20:15 2 0 0 0 220:15-20:30 3 1 0 1 520:30-20:45 2 1 0 0 320:45-21:00 3 1 0 0 4


Total 14 horas 139 29 15 21 204

CUADRO Nº 2.2


Vehículos Livianos

Camiones de 2 ejes




Movimiento 3: Viraje a la izquierda desde población J. Olivares hacia Rinconada Oriente

07:00-07:15 1 0 0 0 107:15-07:30 0 0 0 0 007:30-07:45 0 0 0 0 007:45-08:00 3 0 0 0 3

Total período 4 0 0 0 408:00-08:15 1 1 0 0 208:15-08:30 2 1 0 0 308:30-08:45 1 1 0 0 208:45-09:00 2 1 0 0 3

Total período 6 4 0 0 1009:00-09:15 2 0 2 0 409:15-09:30 0 1 1 0 209:30-09:45 3 4 0 0 709:45-10:00 1 1 0 0 2

Total período 6 6 3 0 1510:00-10:15 0 1 2 0 310:15-10:30 3 0 0 0 310:30-10:45 1 2 0 0 310:45-11:00 2 0 0 0 2

Total período 6 3 2 0 1111:00-11:15 0 0 0 0 011:15-11:30 0 0 0 0 011:30-11:45 1 0 1 0 211:45-12:00 1 0 0 1 2

Total período 2 0 1 1 412:00-12:15 1 1 0 1 312:15-12:30 1 0 0 0 112:30-12:45 0 0 1 0 112:45-13:00 2 1 0 0 3

Total período 4 2 1 1 813:00-13:15 2 0 0 0 213:15-13:30 1 0 0 1 213:30-13:45 0 1 0 1 213:45-14:00 3 1 0 0 4

Total período 6 2 0 2 1014:00-14:15 1 0 0 0 114:15-14:30 2 0 0 0 214:30-14:45 0 0 0 0 014:45-15:00 2 0 0 1 3

Total período 5 0 0 1 615:00-15:15 0 0 0 0 015:15-15:30 2 0 0 3 515:30-15:45 3 0 1 0 415:45-16:00 1 0 0 1 2

Total período 6 0 1 4 1116:00-16:15 4 0 0 0 416:15-16:30 3 1 0 0 416:30-16:45 0 1 0 0 116:45-17:00 2 0 0 2 4

Total período 9 2 0 2 1317:00-17:15 3 1 1 0 517:15-17:30 2 1 0 0 317:30-17:45 7 1 1 0 917:45-18:00 0 0 0 0 0

Total período 12 3 2 0 1718:00-18:15 1 0 0 0 118:15-18:30 3 0 0 0 318:30-18:45 3 0 0 0 318:45-19:00 2 3 0 0 5

Total período 9 3 0 0 1219:00-19:15 6 0 0 0 619:15-19:30 1 1 0 1 319:30-19:45 4 0 0 0 419:45-20:00 4 0 0 0 4

Total período 15 1 0 1 1720:00-20:15 1 1 0 0 220:15-20:30 3 0 0 0 320:30-20:45 1 1 0 0 220:45-21:00 2 0 0 0 2


Total 14 horas 97 28 10 12 147

CUADRO Nº 2.3

Buses y Taxibuses

TOTALPeríodo Vehículos Livianos

Camiones de 2 ejes




Movimiento 4: Viraje a la derecha desde población J. Olivares hacia Rinconada Poniente

07:00-07:15 0 2 1 0 307:15-07:30 0 3 0 0 307:30-07:45 1 0 0 0 107:45-08:00 0 0 0 0 0

Total período 1 5 1 0 708:00-08:15 0 0 0 0 008:15-08:30 0 0 0 0 008:30-08:45 1 0 0 0 108:45-09:00 0 0 0 0 0

Total período 1 0 0 0 109:00-09:15 0 0 0 0 009:15-09:30 1 0 0 0 109:30-09:45 0 0 0 0 009:45-10:00 1 0 0 1 2

Total período 2 0 0 1 310:00-10:15 1 0 1 0 210:15-10:30 0 0 0 0 010:30-10:45 2 0 0 0 210:45-11:00 2 0 0 0 2

Total período 5 0 1 0 611:00-11:15 0 0 0 0 011:15-11:30 1 0 0 0 111:30-11:45 1 0 0 0 111:45-12:00 0 0 0 0 0

Total período 2 0 0 0 212:00-12:15 1 0 0 0 112:15-12:30 0 0 0 0 012:30-12:45 0 0 0 0 012:45-13:00 0 0 0 0 0

Total período 1 0 0 0 113:00-13:15 0 0 0 0 013:15-13:30 0 0 0 0 013:30-13:45 0 0 0 0 013:45-14:00 0 0 0 0 0

Total período 0 0 0 0 014:00-14:15 1 0 0 0 114:15-14:30 0 1 0 0 114:30-14:45 0 0 0 0 014:45-15:00 1 0 0 1 2

Total período 2 1 0 1 415:00-15:15 1 1 0 0 215:15-15:30 0 0 0 0 015:30-15:45 0 0 0 0 015:45-16:00 0 0 0 0 0

Total período 1 1 0 0 216:00-16:15 0 0 0 0 016:15-16:30 1 0 0 0 116:30-16:45 2 0 0 0 216:45-17:00 0 0 0 0 0

Total período 3 0 0 0 317:00-17:15 1 0 0 0 117:15-17:30 0 1 0 0 117:30-17:45 1 0 0 0 117:45-18:00 1 0 0 0 1

Total período 3 1 0 0 418:00-18:15 2 0 0 0 218:15-18:30 0 0 0 0 018:30-18:45 0 0 0 0 018:45-19:00 0 0 0 0 0

Total período 2 0 0 0 219:00-19:15 0 0 0 0 019:15-19:30 1 0 0 0 119:30-19:45 1 0 0 0 119:45-20:00 0 0 0 0 0

Total período 2 0 0 0 220:00-20:15 1 0 0 0 120:15-20:30 1 0 0 0 120:30-20:45 0 0 0 0 020:45-21:00 0 0 0 0 0


Total 14 horas 27 8 2 2 39

CUADRO Nº 2.4


Vehículos Livianos

Camiones de 2 ejes




Movimiento 5: Viraje a la izquierda desde Rinconada Poniente hacia población J. Olivares

07:00-07:15 1 0 1 0 207:15-07:30 0 0 0 0 007:30-07:45 0 0 0 0 007:45-08:00 2 0 0 1 3

Total período 3 0 1 1 508:00-08:15 1 0 0 0 108:15-08:30 0 0 0 0 008:30-08:45 0 0 0 0 008:45-09:00 0 0 0 0 0

Total período 1 0 0 0 109:00-09:15 0 0 0 0 009:15-09:30 0 0 0 0 009:30-09:45 0 0 0 0 009:45-10:00 0 0 0 1 1

Total período 0 0 0 1 110:00-10:15 2 0 0 0 210:15-10:30 1 0 0 0 110:30-10:45 0 0 0 0 010:45-11:00 0 0 0 1 1

Total período 3 0 0 1 411:00-11:15 0 0 0 0 011:15-11:30 0 0 0 0 011:30-11:45 0 0 0 0 011:45-12:00 0 0 0 1 1

Total período 0 0 0 1 112:00-12:15 0 0 0 0 012:15-12:30 0 0 0 0 012:30-12:45 0 0 0 0 012:45-13:00 0 0 0 0 0

Total período 0 0 0 0 013:00-13:15 0 1 0 0 113:15-13:30 0 0 0 0 013:30-13:45 0 0 0 0 013:45-14:00 0 0 0 0 0

Total período 0 1 0 0 114:00-14:15 2 0 0 0 214:15-14:30 0 0 0 0 014:30-14:45 0 0 0 0 014:45-15:00 0 0 0 0 0

Total período 2 0 0 0 215:00-15:15 0 0 0 0 015:15-15:30 0 0 0 0 015:30-15:45 0 0 0 0 015:45-16:00 0 0 0 0 0

Total período 0 0 0 0 016:00-16:15 0 0 0 0 016:15-16:30 1 0 0 0 116:30-16:45 0 0 0 0 016:45-17:00 0 0 0 0 0

Total período 1 0 0 0 117:00-17:15 1 0 0 0 117:15-17:30 0 0 0 0 017:30-17:45 0 0 0 0 017:45-18:00 0 0 0 0 0

Total período 1 0 0 0 118:00-18:15 1 0 0 0 118:15-18:30 1 1 0 0 218:30-18:45 1 1 0 0 218:45-19:00 0 0 1 0 1

Total período 3 2 1 0 619:00-19:15 0 0 0 0 019:15-19:30 0 0 0 0 019:30-19:45 1 0 0 0 119:45-20:00 0 0 0 0 0

Total período 1 0 0 0 120:00-20:15 1 0 0 0 120:15-20:30 0 0 0 0 020:30-20:45 1 0 0 0 120:45-21:00 0 0 0 0 0


Total 14 horas 17 3 2 4 26

CUADRO Nº 2.5


Vehículos Livianos

Camiones de 2 ejes





07:00-07:15 20 2 10 8 4007:15-07:30 17 0 6 9 3207:30-07:45 10 1 5 7 2307:45-08:00 15 4 10 10 39

Total período 62 7 31 34 13408:00-08:15 13 3 6 10 3208:15-08:30 12 5 1 4 2208:30-08:45 11 1 3 3 1808:45-09:00 24 5 7 3 39

Total período 60 14 17 20 11109:00-09:15 13 5 9 8 3509:15-09:30 13 2 3 10 2809:30-09:45 15 6 1 9 3109:45-10:00 15 8 2 9 34

Total período 56 21 15 36 12810:00-10:15 18 8 6 8 4010:15-10:30 18 5 3 8 3410:30-10:45 17 2 3 9 3110:45-11:00 22 5 6 9 42

Total período 75 20 18 34 14711:00-11:15 13 3 5 10 3111:15-11:30 14 6 8 10 3811:30-11:45 23 3 5 11 4211:45-12:00 11 5 4 6 26

Total período 61 17 22 37 13712:00-12:15 15 10 8 9 4212:15-12:30 19 5 2 12 3812:30-12:45 22 6 6 6 4012:45-13:00 24 3 2 9 38

Total período 80 24 18 36 15813:00-13:15 24 2 9 9 4413:15-13:30 17 9 3 8 3713:30-13:45 24 4 3 8 3913:45-14:00 27 11 7 9 54

Total período 92 26 22 34 17414:00-14:15 15 8 5 6 3414:15-14:30 14 10 7 8 3914:30-14:45 11 10 10 11 4214:45-15:00 14 3 7 8 32

Total período 54 31 29 33 14715:00-15:15 21 7 6 14 4815:15-15:30 11 6 11 12 4015:30-15:45 15 6 10 9 4015:45-16:00 16 6 7 15 44

Total período 63 25 34 50 17216:00-16:15 22 10 4 9 4516:15-16:30 27 5 10 13 5516:30-16:45 21 10 6 12 4916:45-17:00 21 5 5 11 42

Total período 91 30 25 45 19117:00-17:15 43 3 6 10 6217:15-17:30 32 7 6 9 5417:30-17:45 28 6 2 8 4417:45-18:00 35 2 5 8 50

Total período 138 18 19 35 21018:00-18:15 30 2 2 10 4418:15-18:30 25 2 5 9 4118:30-18:45 39 10 2 8 5918:45-19:00 34 3 2 10 49

Total período 128 17 11 37 19319:00-19:15 36 6 2 5 4919:15-19:30 19 7 5 7 3819:30-19:45 29 3 1 7 4019:45-20:00 24 3 4 8 39

Total período 108 19 12 27 16620:00-20:15 19 2 1 7 2920:15-20:30 21 4 1 8 3420:30-20:45 24 3 0 6 3320:45-21:00 22 2 3 7 34


Total 14 horas 1.154 280 278 486 2.198

CUADRO Nº 2.6


Vehículos Livianos

Camiones de 2 ejes



Censo de Tránsito realizado por el Consultor el 15 de Septiembre de 2005 (proyección año 2007)Lugar: : Rinconada de MaipúPunto de Control Nº: : 2Intersección : Ruta G-260 (Camino Rinconada) / Acceso población J. OlivaresTasa crec. anual 7,5% 6,5% 5,5% 7,5%


07:00-07:15 17 2 4 14 3807:15-07:30 15 0 0 5 2007:30-07:45 17 0 0 1 1807:45-08:00 35 3 7 13 57

Total período 84 6 11 32 13408:00-08:15 22 7 1 6 3608:15-08:30 16 2 3 7 2908:30-08:45 17 5 4 7 3308:45-09:00 16 2 7 9 34

Total período 72 16 16 29 13209:00-09:15 21 2 2 14 3909:15-09:30 17 6 4 13 4009:30-09:45 15 3 2 10 3109:45-10:00 14 3 9 9 35

Total período 67 15 18 46 14610:00-10:15 24 10 4 13 5210:15-10:30 17 3 6 14 4010:30-10:45 20 6 3 14 4310:45-11:00 23 9 2 17 52

Total período 84 28 16 58 18611:00-11:15 16 5 6 6 3211:15-11:30 20 9 8 6 4211:30-11:45 24 6 6 9 4511:45-12:00 14 3 6 9 32

Total período 74 23 24 30 15112:00-12:15 20 8 8 12 4712:15-12:30 32 10 6 12 6012:30-12:45 17 9 3 15 4512:45-13:00 12 7 7 6 31

Total período 81 34 23 44 18213:00-13:15 28 7 6 10 5113:15-13:30 28 5 10 10 5313:30-13:45 31 9 4 9 5413:45-14:00 31 8 4 8 52

Total período 118 28 24 38 20914:00-14:15 29 10 4 10 5414:15-14:30 28 5 17 16 6514:30-14:45 24 3 10 14 5214:45-15:00 22 11 11 10 55

Total período 103 29 42 51 22515:00-15:15 22 11 8 16 5715:15-15:30 23 10 7 10 5015:30-15:45 21 5 4 22 5215:45-16:00 34 7 3 7 51

Total período 99 33 22 55 21016:00-16:15 28 8 6 6 4716:15-16:30 25 5 11 10 5116:30-16:45 28 1 8 6 4216:45-17:00 21 3 1 13 38

Total período 102 17 26 35 17917:00-17:15 24 6 3 10 4417:15-17:30 18 6 7 8 3917:30-17:45 17 3 4 6 3117:45-18:00 21 7 2 13 43

Total período 81 22 17 37 15618:00-18:15 22 3 4 10 4018:15-18:30 42 10 3 7 6218:30-18:45 35 1 2 10 4818:45-19:00 24 7 6 7 44

Total período 122 22 16 35 19419:00-19:15 22 5 3 7 3719:15-19:30 27 5 2 12 4519:30-19:45 27 5 2 10 4419:45-20:00 21 0 4 5 30

Total período 96 14 12 34 15520:00-20:15 28 7 1 14 5020:15-20:30 22 1 2 10 3620:30-20:45 17 1 2 12 3220:45-21:00 35 3 4 10 53


Total 14 horas 1.285 298 277 570 2.430

CUADRO Nº 2.7


Vehículos Livianos

Camiones de 2 ejes



Censo de Tránsito realizado por el Consultor el 15 de Septiembre de 2005 (proyección año 2007)Lugar : Rinconada de MaipúPunto de Control Nº : 2Intersección : Ruta G-260 (Camino Rinconada) / Acceso población J. OlivaresTasa crec. anual 7,5% 6,5% 5,5% 7,5%


07:00-07:15 2 0 0 0 207:15-07:30 0 0 0 0 007:30-07:45 0 0 0 0 007:45-08:00 1 0 0 0 1

Total período 3 0 0 0 308:00-08:15 3 0 0 0 308:15-08:30 2 0 0 0 208:30-08:45 0 1 0 0 108:45-09:00 0 0 2 0 2

Total período 6 1 2 0 909:00-09:15 1 0 2 0 309:15-09:30 2 0 0 0 209:30-09:45 2 1 0 0 309:45-10:00 1 0 1 0 2

Total período 7 1 3 0 1110:00-10:15 3 0 2 0 610:15-10:30 3 1 2 1 810:30-10:45 0 0 0 0 010:45-11:00 1 0 1 1 3

Total período 8 1 6 2 1711:00-11:15 0 0 0 0 011:15-11:30 2 3 0 6 1111:30-11:45 2 1 0 3 711:45-12:00 5 0 1 5 10

Total período 9 5 1 14 2912:00-12:15 0 1 0 0 112:15-12:30 6 1 0 0 712:30-12:45 3 0 0 0 312:45-13:00 5 0 0 0 5

Total período 14 2 0 0 1613:00-13:15 2 0 0 0 213:15-13:30 2 0 0 1 313:30-13:45 2 0 1 0 313:45-14:00 0 1 0 0 1

Total período 7 1 1 1 1014:00-14:15 3 2 0 0 614:15-14:30 0 0 0 0 014:30-14:45 2 0 1 0 314:45-15:00 1 0 0 1 2

Total período 7 2 1 1 1115:00-15:15 3 0 0 1 515:15-15:30 2 0 0 1 315:30-15:45 1 0 0 0 115:45-16:00 2 0 0 1 3

Total período 9 0 0 3 1316:00-16:15 5 0 0 0 516:15-16:30 3 3 0 0 716:30-16:45 6 2 0 0 816:45-17:00 2 0 0 1 3

Total período 16 6 0 1 2317:00-17:15 2 1 1 0 517:15-17:30 1 0 0 0 117:30-17:45 8 1 0 0 917:45-18:00 7 0 1 0 8

Total período 18 2 2 0 2318:00-18:15 8 0 0 0 818:15-18:30 3 0 0 0 318:30-18:45 1 0 0 0 118:45-19:00 6 2 0 0 8

Total período 18 2 0 0 2119:00-19:15 7 0 0 0 719:15-19:30 6 2 0 0 819:30-19:45 7 2 0 0 919:45-20:00 6 1 0 0 7

Total período 25 6 0 0 3120:00-20:15 2 0 0 0 220:15-20:30 3 1 0 1 620:30-20:45 2 1 0 0 320:45-21:00 3 1 0 0 5


Total 14 horas 161 33 17 24 234

CUADRO Nº 2.8


Vehículos Livianos

Camiones de 2 ejes





07:00-07:15 1 0 0 0 107:15-07:30 0 0 0 0 007:30-07:45 0 0 0 0 007:45-08:00 3 0 0 0 3

Total período 5 0 0 0 508:00-08:15 1 1 0 0 208:15-08:30 2 1 0 0 308:30-08:45 1 1 0 0 208:45-09:00 2 1 0 0 3

Total período 7 5 0 0 1109:00-09:15 2 0 2 0 509:15-09:30 0 1 1 0 209:30-09:45 3 5 0 0 809:45-10:00 1 1 0 0 2

Total período 7 7 3 0 1710:00-10:15 0 1 2 0 310:15-10:30 3 0 0 0 310:30-10:45 1 2 0 0 310:45-11:00 2 0 0 0 2

Total período 7 3 2 0 1311:00-11:15 0 0 0 0 011:15-11:30 0 0 0 0 011:30-11:45 1 0 1 0 211:45-12:00 1 0 0 1 2

Total período 2 0 1 1 512:00-12:15 1 1 0 1 312:15-12:30 1 0 0 0 112:30-12:45 0 0 1 0 112:45-13:00 2 1 0 0 3

Total período 5 2 1 1 913:00-13:15 2 0 0 0 213:15-13:30 1 0 0 1 213:30-13:45 0 1 0 1 213:45-14:00 3 1 0 0 5

Total período 7 2 0 2 1214:00-14:15 1 0 0 0 114:15-14:30 2 0 0 0 214:30-14:45 0 0 0 0 014:45-15:00 2 0 0 1 3

Total período 6 0 0 1 715:00-15:15 0 0 0 0 015:15-15:30 2 0 0 3 615:30-15:45 3 0 1 0 515:45-16:00 1 0 0 1 2

Total período 7 0 1 5 1316:00-16:15 5 0 0 0 516:15-16:30 3 1 0 0 516:30-16:45 0 1 0 0 116:45-17:00 2 0 0 2 5

Total período 10 2 0 2 1517:00-17:15 3 1 1 0 617:15-17:30 2 1 0 0 317:30-17:45 8 1 1 0 1017:45-18:00 0 0 0 0 0

Total período 14 3 2 0 1918:00-18:15 1 0 0 0 118:15-18:30 3 0 0 0 318:30-18:45 3 0 0 0 318:45-19:00 2 3 0 0 6

Total período 10 3 0 0 1419:00-19:15 7 0 0 0 719:15-19:30 1 1 0 1 319:30-19:45 5 0 0 0 519:45-20:00 5 0 0 0 5

Total período 17 1 0 1 2020:00-20:15 1 1 0 0 220:15-20:30 3 0 0 0 320:30-20:45 1 1 0 0 220:45-21:00 2 0 0 0 2


Total 14 horas 112 32 11 14 169

CUADRO Nº 2.9

Buses y Taxibuses


Camiones de 2 ejes





07:00-07:15 0 2 1 0 307:15-07:30 0 3 0 0 307:30-07:45 1 0 0 0 107:45-08:00 0 0 0 0 0

Total período 1 6 1 0 808:00-08:15 0 0 0 0 008:15-08:30 0 0 0 0 008:30-08:45 1 0 0 0 108:45-09:00 0 0 0 0 0

Total período 1 0 0 0 109:00-09:15 0 0 0 0 009:15-09:30 1 0 0 0 109:30-09:45 0 0 0 0 009:45-10:00 1 0 0 1 2

Total período 2 0 0 1 310:00-10:15 1 0 1 0 210:15-10:30 0 0 0 0 010:30-10:45 2 0 0 0 210:45-11:00 2 0 0 0 2

Total período 6 0 1 0 711:00-11:15 0 0 0 0 011:15-11:30 1 0 0 0 111:30-11:45 1 0 0 0 111:45-12:00 0 0 0 0 0

Total período 2 0 0 0 212:00-12:15 1 0 0 0 112:15-12:30 0 0 0 0 012:30-12:45 0 0 0 0 012:45-13:00 0 0 0 0 0

Total período 1 0 0 0 113:00-13:15 0 0 0 0 013:15-13:30 0 0 0 0 013:30-13:45 0 0 0 0 013:45-14:00 0 0 0 0 0

Total período 0 0 0 0 014:00-14:15 1 0 0 0 114:15-14:30 0 1 0 0 114:30-14:45 0 0 0 0 014:45-15:00 1 0 0 1 2

Total período 2 1 0 1 515:00-15:15 1 1 0 0 215:15-15:30 0 0 0 0 015:30-15:45 0 0 0 0 015:45-16:00 0 0 0 0 0

Total período 1 1 0 0 216:00-16:15 0 0 0 0 016:15-16:30 1 0 0 0 116:30-16:45 2 0 0 0 216:45-17:00 0 0 0 0 0

Total período 3 0 0 0 317:00-17:15 1 0 0 0 117:15-17:30 0 1 0 0 117:30-17:45 1 0 0 0 117:45-18:00 1 0 0 0 1

Total período 3 1 0 0 518:00-18:15 2 0 0 0 218:15-18:30 0 0 0 0 018:30-18:45 0 0 0 0 018:45-19:00 0 0 0 0 0

Total período 2 0 0 0 219:00-19:15 0 0 0 0 019:15-19:30 1 0 0 0 119:30-19:45 1 0 0 0 119:45-20:00 0 0 0 0 0

Total período 2 0 0 0 220:00-20:15 1 0 0 0 120:15-20:30 1 0 0 0 120:30-20:45 0 0 0 0 020:45-21:00 0 0 0 0 0


Total 14 horas 31 9 2 2 45

CUADRO Nº 2.10


Vehículos Livianos

Camiones de 2 ejes





07:00-07:15 1 0 1 0 207:15-07:30 0 0 0 0 007:30-07:45 0 0 0 0 007:45-08:00 2 0 0 1 3

Total período 3 0 1 1 608:00-08:15 1 0 0 0 108:15-08:30 0 0 0 0 008:30-08:45 0 0 0 0 008:45-09:00 0 0 0 0 0

Total período 1 0 0 0 109:00-09:15 0 0 0 0 009:15-09:30 0 0 0 0 009:30-09:45 0 0 0 0 009:45-10:00 0 0 0 1 1

Total período 0 0 0 1 110:00-10:15 2 0 0 0 210:15-10:30 1 0 0 0 110:30-10:45 0 0 0 0 010:45-11:00 0 0 0 1 1

Total período 3 0 0 1 511:00-11:15 0 0 0 0 011:15-11:30 0 0 0 0 011:30-11:45 0 0 0 0 011:45-12:00 0 0 0 1 1

Total período 0 0 0 1 112:00-12:15 0 0 0 0 012:15-12:30 0 0 0 0 012:30-12:45 0 0 0 0 012:45-13:00 0 0 0 0 0

Total período 0 0 0 0 013:00-13:15 0 1 0 0 113:15-13:30 0 0 0 0 013:30-13:45 0 0 0 0 013:45-14:00 0 0 0 0 0

Total período 0 1 0 0 114:00-14:15 2 0 0 0 214:15-14:30 0 0 0 0 014:30-14:45 0 0 0 0 014:45-15:00 0 0 0 0 0

Total período 2 0 0 0 215:00-15:15 0 0 0 0 015:15-15:30 0 0 0 0 015:30-15:45 0 0 0 0 015:45-16:00 0 0 0 0 0

Total período 0 0 0 0 016:00-16:15 0 0 0 0 016:15-16:30 1 0 0 0 116:30-16:45 0 0 0 0 016:45-17:00 0 0 0 0 0

Total período 1 0 0 0 117:00-17:15 1 0 0 0 117:15-17:30 0 0 0 0 017:30-17:45 0 0 0 0 017:45-18:00 0 0 0 0 0

Total período 1 0 0 0 118:00-18:15 1 0 0 0 118:15-18:30 1 1 0 0 218:30-18:45 1 1 0 0 218:45-19:00 0 0 1 0 1

Total período 3 2 1 0 719:00-19:15 0 0 0 0 019:15-19:30 0 0 0 0 019:30-19:45 1 0 0 0 119:45-20:00 0 0 0 0 0

Total período 1 0 0 0 120:00-20:15 1 0 0 0 120:15-20:30 0 0 0 0 020:30-20:45 1 0 0 0 120:45-21:00 0 0 0 0 0


Total 14 horas 20 3 2 5 30

CUADRO Nº 2.11


Vehículos Livianos

Camiones de 2 ejes





07:00-07:15 23 2 11 9 4607:15-07:30 20 0 7 10 3707:30-07:45 12 1 6 8 2607:45-08:00 17 5 11 12 45

Total período 72 8 35 39 15308:00-08:15 15 3 7 12 3708:15-08:30 14 6 1 5 2508:30-08:45 13 1 3 3 2108:45-09:00 28 6 8 3 45

Total período 69 16 19 23 12709:00-09:15 15 6 10 9 4009:15-09:30 15 2 3 12 3209:30-09:45 17 7 1 10 3609:45-10:00 17 9 2 10 39

Total período 65 24 17 42 14710:00-10:15 21 9 7 9 4610:15-10:30 21 6 3 9 3910:30-10:45 20 2 3 10 3610:45-11:00 25 6 7 10 48

Total período 87 23 20 39 16911:00-11:15 15 3 6 12 3611:15-11:30 16 7 9 12 4311:30-11:45 27 3 6 13 4811:45-12:00 13 6 4 7 30

Total período 70 19 24 43 15712:00-12:15 17 11 9 10 4812:15-12:30 22 6 2 14 4412:30-12:45 25 7 7 7 4612:45-13:00 28 3 2 10 44

Total período 92 27 20 42 18113:00-13:15 28 2 10 10 5013:15-13:30 20 10 3 9 4213:30-13:45 28 5 3 9 4513:45-14:00 31 12 8 10 62

Total período 106 29 24 39 20014:00-14:15 17 9 6 7 3914:15-14:30 16 11 8 9 4514:30-14:45 13 11 11 13 4814:45-15:00 16 3 8 9 37

Total período 62 35 32 38 16815:00-15:15 24 8 7 16 5515:15-15:30 13 7 12 14 4615:30-15:45 17 7 11 10 4615:45-16:00 18 7 8 17 50

Total período 73 28 38 58 19716:00-16:15 25 11 4 10 5216:15-16:30 31 6 11 15 6316:30-16:45 24 11 7 14 5616:45-17:00 24 6 6 13 48

Total período 105 34 28 52 21917:00-17:15 50 3 7 12 7117:15-17:30 37 8 7 10 6217:30-17:45 32 7 2 9 5117:45-18:00 40 2 6 9 58

Total período 159 20 21 40 24118:00-18:15 35 2 2 12 5118:15-18:30 29 2 6 10 4718:30-18:45 45 11 2 9 6818:45-19:00 39 3 2 12 56

Total período 148 19 12 43 22219:00-19:15 42 7 2 6 5619:15-19:30 22 8 6 8 4419:30-19:45 34 3 1 8 4619:45-20:00 28 3 4 9 45

Total período 125 22 13 31 19120:00-20:15 22 2 1 8 3320:15-20:30 24 5 1 9 3920:30-20:45 28 3 0 7 3820:45-21:00 25 2 3 8 39


Total 14 horas 1.334 318 309 562 2.522

CUADRO Nº 2.12


Vehículos Livianos

Camiones de 2 ejes



Censo de Tránsito realizado por el Consultor el 15 de Septiembre de 2005 (proyección año 2012)Lugar: : Rinconada de MaipúPunto de Control Nº: : 2Intersección : Ruta G-260 (Camino Rinconada) / Acceso población J. OlivaresTasa crec. anual 7,5% 6,5% 5,5% 7,5%


07:00-07:15 25 3 6 20 5407:15-07:30 22 0 0 7 2807:30-07:45 25 0 0 2 2707:45-08:00 50 5 9 18 81

Total período 121 8 15 46 19008:00-08:15 32 9 1 8 5108:15-08:30 23 3 4 10 4108:30-08:45 25 6 6 10 4708:45-09:00 23 3 9 13 48

Total período 103 22 20 41 18609:00-09:15 30 3 3 20 5609:15-09:30 25 8 6 18 5709:30-09:45 22 5 3 15 4409:45-10:00 20 5 12 13 49

Total período 96 20 23 66 20610:00-10:15 35 14 6 18 7310:15-10:30 25 5 7 20 5710:30-10:45 28 8 4 20 6010:45-11:00 33 12 3 25 73

Total período 121 39 20 83 26311:00-11:15 23 6 7 8 4511:15-11:30 28 12 10 8 5911:30-11:45 35 8 7 13 6311:45-12:00 20 5 7 13 45

Total período 106 31 32 43 21212:00-12:15 28 11 10 17 6612:15-12:30 46 14 7 17 8412:30-12:45 25 12 4 22 6312:45-13:00 17 9 9 8 43

Total período 116 47 31 63 25613:00-13:15 40 9 7 15 7113:15-13:30 40 6 13 15 7413:30-13:45 45 12 6 13 7613:45-14:00 45 11 6 12 73

Total período 169 39 32 55 29514:00-14:15 41 14 6 15 7614:15-14:30 40 6 22 23 9114:30-14:45 35 5 13 20 7314:45-15:00 32 16 15 15 77

Total período 148 40 55 73 31615:00-15:15 32 16 10 23 8015:15-15:30 33 14 9 15 7115:30-15:45 30 6 6 32 7315:45-16:00 48 9 4 10 72

Total período 143 45 29 80 29616:00-16:15 40 11 7 8 6616:15-16:30 36 6 15 15 7216:30-16:45 40 2 10 8 6016:45-17:00 30 5 1 18 54

Total período 146 23 33 50 25317:00-17:15 35 8 4 15 6217:15-17:30 27 8 9 12 5517:30-17:45 25 5 6 8 4417:45-18:00 30 9 3 18 60

Total período 116 30 22 53 22118:00-18:15 32 5 6 15 5718:15-18:30 60 14 4 10 8818:30-18:45 50 2 3 15 6918:45-19:00 35 9 7 10 61

Total período 176 30 20 50 27619:00-19:15 32 6 4 10 5219:15-19:30 38 6 3 17 6419:30-19:45 38 6 3 15 6219:45-20:00 30 0 6 7 42

Total período 138 19 16 48 22020:00-20:15 40 9 1 20 7120:15-20:30 32 2 3 15 5120:30-20:45 25 2 3 17 4620:45-21:00 50 5 6 15 75


Total 14 horas 1.845 409 362 818 3.434

CUADRO Nº 2.13


Vehículos Livianos

Camiones de 2 ejes





07:00-07:15 3 0 0 0 307:15-07:30 0 0 0 0 007:30-07:45 0 0 0 0 007:45-08:00 2 0 0 0 2

Total período 5 0 0 0 508:00-08:15 5 0 0 0 508:15-08:30 3 0 0 0 308:30-08:45 0 2 0 0 208:45-09:00 0 0 3 0 3

Total período 8 2 3 0 1309:00-09:15 2 0 3 0 509:15-09:30 3 0 0 0 309:30-09:45 3 2 0 0 509:45-10:00 2 0 1 0 3

Total período 10 2 4 0 1610:00-10:15 5 0 3 0 810:15-10:30 5 2 3 2 1110:30-10:45 0 0 0 0 010:45-11:00 2 0 1 2 5

Total período 12 2 7 3 2411:00-11:15 0 0 0 0 011:15-11:30 3 5 0 8 1611:30-11:45 3 2 0 5 1011:45-12:00 7 0 1 7 15

Total período 13 6 1 20 4112:00-12:15 0 2 0 0 212:15-12:30 8 2 0 0 1012:30-12:45 5 0 0 0 512:45-13:00 7 0 0 0 7

Total período 20 3 0 0 2313:00-13:15 3 0 0 0 313:15-13:30 3 0 0 2 513:30-13:45 3 0 1 0 513:45-14:00 0 2 0 0 2

Total período 10 2 1 2 1514:00-14:15 5 3 0 0 814:15-14:30 0 0 0 0 014:30-14:45 3 0 1 0 514:45-15:00 2 0 0 2 3

Total período 10 3 1 2 1615:00-15:15 5 0 0 2 715:15-15:30 3 0 0 2 515:30-15:45 2 0 0 0 215:45-16:00 3 0 0 2 5

Total período 13 0 0 5 1816:00-16:15 7 0 0 0 716:15-16:30 5 5 0 0 1016:30-16:45 8 3 0 0 1116:45-17:00 3 0 0 2 5

Total período 23 8 0 2 3317:00-17:15 3 2 1 0 617:15-17:30 2 0 0 0 217:30-17:45 12 2 0 0 1317:45-18:00 10 0 1 0 11

Total período 27 3 3 0 3318:00-18:15 12 0 0 0 1218:15-18:30 5 0 0 0 518:30-18:45 2 0 0 0 218:45-19:00 8 3 0 0 11

Total período 27 3 0 0 3019:00-19:15 10 0 0 0 1019:15-19:30 8 3 0 0 1119:30-19:45 10 3 0 0 1319:45-20:00 8 2 0 0 10

Total período 36 8 0 0 4420:00-20:15 3 0 0 0 320:15-20:30 5 2 0 2 820:30-20:45 3 2 0 0 520:45-21:00 5 2 0 0 7


Total 14 horas 231 45 22 35 332

CUADRO Nº 2.14


Vehículos Livianos

Camiones de 2 ejes





07:00-07:15 2 0 0 0 207:15-07:30 0 0 0 0 007:30-07:45 0 0 0 0 007:45-08:00 5 0 0 0 5

Total período 7 0 0 0 708:00-08:15 2 2 0 0 308:15-08:30 3 2 0 0 508:30-08:45 2 2 0 0 308:45-09:00 3 2 0 0 5

Total período 10 6 0 0 1609:00-09:15 3 0 3 0 609:15-09:30 0 2 1 0 309:30-09:45 5 6 0 0 1109:45-10:00 2 2 0 0 3

Total período 10 9 4 0 2410:00-10:15 0 2 3 0 410:15-10:30 5 0 0 0 510:30-10:45 2 3 0 0 510:45-11:00 3 0 0 0 3

Total período 10 5 3 0 1811:00-11:15 0 0 0 0 011:15-11:30 0 0 0 0 011:30-11:45 2 0 1 0 311:45-12:00 2 0 0 2 3

Total período 3 0 1 2 612:00-12:15 2 2 0 2 512:15-12:30 2 0 0 0 212:30-12:45 0 0 1 0 112:45-13:00 3 2 0 0 5

Total período 7 3 1 2 1313:00-13:15 3 0 0 0 313:15-13:30 2 0 0 2 313:30-13:45 0 2 0 2 313:45-14:00 5 2 0 0 7

Total período 10 3 0 3 1614:00-14:15 2 0 0 0 214:15-14:30 3 0 0 0 314:30-14:45 0 0 0 0 014:45-15:00 3 0 0 2 5

Total período 8 0 0 2 1015:00-15:15 0 0 0 0 015:15-15:30 3 0 0 5 815:30-15:45 5 0 1 0 615:45-16:00 2 0 0 2 3

Total período 10 0 1 7 1816:00-16:15 7 0 0 0 716:15-16:30 5 2 0 0 716:30-16:45 0 2 0 0 216:45-17:00 3 0 0 3 7

Total período 15 3 0 3 2117:00-17:15 5 2 1 0 817:15-17:30 3 2 0 0 517:30-17:45 12 2 1 0 1517:45-18:00 0 0 0 0 0

Total período 20 5 3 0 2718:00-18:15 2 0 0 0 218:15-18:30 5 0 0 0 518:30-18:45 5 0 0 0 518:45-19:00 3 5 0 0 8

Total período 15 5 0 0 2019:00-19:15 10 0 0 0 1019:15-19:30 2 2 0 2 519:30-19:45 7 0 0 0 719:45-20:00 7 0 0 0 7

Total período 25 2 0 2 2820:00-20:15 2 2 0 0 320:15-20:30 5 0 0 0 520:30-20:45 2 2 0 0 320:45-21:00 3 0 0 0 3


Total 14 horas 161 44 15 20 239

CUADRO Nº 2.15

Buses y Taxibuses


Camiones de 2 ejes





07:00-07:15 0 3 1 0 507:15-07:30 0 5 0 0 507:30-07:45 2 0 0 0 207:45-08:00 0 0 0 0 0

Total período 2 8 1 0 1108:00-08:15 0 0 0 0 008:15-08:30 0 0 0 0 008:30-08:45 2 0 0 0 208:45-09:00 0 0 0 0 0

Total período 2 0 0 0 209:00-09:15 0 0 0 0 009:15-09:30 2 0 0 0 209:30-09:45 0 0 0 0 009:45-10:00 2 0 0 2 3

Total período 3 0 0 2 510:00-10:15 2 0 1 0 310:15-10:30 0 0 0 0 010:30-10:45 3 0 0 0 310:45-11:00 3 0 0 0 3

Total período 8 0 1 0 1011:00-11:15 0 0 0 0 011:15-11:30 2 0 0 0 211:30-11:45 2 0 0 0 211:45-12:00 0 0 0 0 0

Total período 3 0 0 0 312:00-12:15 2 0 0 0 212:15-12:30 0 0 0 0 012:30-12:45 0 0 0 0 012:45-13:00 0 0 0 0 0

Total período 2 0 0 0 213:00-13:15 0 0 0 0 013:15-13:30 0 0 0 0 013:30-13:45 0 0 0 0 013:45-14:00 0 0 0 0 0

Total período 0 0 0 0 014:00-14:15 2 0 0 0 214:15-14:30 0 2 0 0 214:30-14:45 0 0 0 0 014:45-15:00 2 0 0 2 3

Total período 3 2 0 2 715:00-15:15 2 2 0 0 315:15-15:30 0 0 0 0 015:30-15:45 0 0 0 0 015:45-16:00 0 0 0 0 0

Total período 2 2 0 0 316:00-16:15 0 0 0 0 016:15-16:30 2 0 0 0 216:30-16:45 3 0 0 0 316:45-17:00 0 0 0 0 0

Total período 5 0 0 0 517:00-17:15 2 0 0 0 217:15-17:30 0 2 0 0 217:30-17:45 2 0 0 0 217:45-18:00 2 0 0 0 2

Total período 5 2 0 0 718:00-18:15 3 0 0 0 318:15-18:30 0 0 0 0 018:30-18:45 0 0 0 0 018:45-19:00 0 0 0 0 0

Total período 3 0 0 0 319:00-19:15 0 0 0 0 019:15-19:30 2 0 0 0 219:30-19:45 2 0 0 0 219:45-20:00 0 0 0 0 0

Total período 3 0 0 0 320:00-20:15 2 0 0 0 220:15-20:30 2 0 0 0 220:30-20:45 0 0 0 0 020:45-21:00 0 0 0 0 0


Total 14 horas 45 12 3 3 63

CUADRO Nº 2.16


Vehículos Livianos

Camiones de 2 ejes





07:00-07:15 2 0 1 0 307:15-07:30 0 0 0 0 007:30-07:45 0 0 0 0 007:45-08:00 3 0 0 2 5

Total período 5 0 1 2 808:00-08:15 2 0 0 0 208:15-08:30 0 0 0 0 008:30-08:45 0 0 0 0 008:45-09:00 0 0 0 0 0

Total período 2 0 0 0 209:00-09:15 0 0 0 0 009:15-09:30 0 0 0 0 009:30-09:45 0 0 0 0 009:45-10:00 0 0 0 2 2

Total período 0 0 0 2 210:00-10:15 3 0 0 0 310:15-10:30 2 0 0 0 210:30-10:45 0 0 0 0 010:45-11:00 0 0 0 2 2

Total período 5 0 0 2 711:00-11:15 0 0 0 0 011:15-11:30 0 0 0 0 011:30-11:45 0 0 0 0 011:45-12:00 0 0 0 2 2

Total período 0 0 0 2 212:00-12:15 0 0 0 0 012:15-12:30 0 0 0 0 012:30-12:45 0 0 0 0 012:45-13:00 0 0 0 0 0

Total período 0 0 0 0 013:00-13:15 0 2 0 0 213:15-13:30 0 0 0 0 013:30-13:45 0 0 0 0 013:45-14:00 0 0 0 0 0

Total período 0 2 0 0 214:00-14:15 3 0 0 0 314:15-14:30 0 0 0 0 014:30-14:45 0 0 0 0 014:45-15:00 0 0 0 0 0

Total período 3 0 0 0 315:00-15:15 0 0 0 0 015:15-15:30 0 0 0 0 015:30-15:45 0 0 0 0 015:45-16:00 0 0 0 0 0

Total período 0 0 0 0 016:00-16:15 0 0 0 0 016:15-16:30 2 0 0 0 216:30-16:45 0 0 0 0 016:45-17:00 0 0 0 0 0

Total período 2 0 0 0 217:00-17:15 2 0 0 0 217:15-17:30 0 0 0 0 017:30-17:45 0 0 0 0 017:45-18:00 0 0 0 0 0

Total período 2 0 0 0 218:00-18:15 2 0 0 0 218:15-18:30 2 2 0 0 318:30-18:45 2 2 0 0 318:45-19:00 0 0 1 0 1

Total período 5 3 1 0 1019:00-19:15 0 0 0 0 019:15-19:30 0 0 0 0 019:30-19:45 2 0 0 0 219:45-20:00 0 0 0 0 0

Total período 2 0 0 0 220:00-20:15 2 0 0 0 220:15-20:30 0 0 0 0 020:30-20:45 2 0 0 0 220:45-21:00 0 0 0 0 0


Total 14 horas 28 5 3 7 42

CUADRO Nº 2.17


Vehículos Livianos

Camiones de 2 ejes





07:00-07:15 33 3 15 13 6407:15-07:30 28 0 9 15 5207:30-07:45 17 2 7 12 3707:45-08:00 25 6 15 17 62

Total período 103 11 45 56 21508:00-08:15 22 5 9 17 5208:15-08:30 20 8 1 7 3608:30-08:45 18 2 4 5 2908:45-09:00 40 8 10 5 63

Total período 100 22 25 33 17909:00-09:15 22 8 13 13 5609:15-09:30 22 3 4 17 4609:30-09:45 25 9 1 15 5109:45-10:00 25 12 3 15 55

Total período 93 33 22 60 20710:00-10:15 30 12 9 13 6410:15-10:30 30 8 4 13 5510:30-10:45 28 3 4 15 5110:45-11:00 36 8 9 15 68

Total período 124 31 26 56 23811:00-11:15 22 5 7 17 5011:15-11:30 23 9 12 17 6111:30-11:45 38 5 7 18 6811:45-12:00 18 8 6 10 42

Total período 101 26 32 61 22112:00-12:15 25 16 12 15 6712:15-12:30 32 8 3 20 6212:30-12:45 36 9 9 10 6512:45-13:00 40 5 3 15 62

Total período 133 37 26 60 25613:00-13:15 40 3 13 15 7113:15-13:30 28 14 4 13 6013:30-13:45 40 6 4 13 6413:45-14:00 45 17 10 15 87

Total período 153 40 32 56 28114:00-14:15 25 12 7 10 5514:15-14:30 23 16 10 13 6214:30-14:45 18 16 15 18 6714:45-15:00 23 5 10 13 51

Total período 90 48 42 55 23515:00-15:15 35 11 9 23 7815:15-15:30 18 9 16 20 6315:30-15:45 25 9 15 15 6415:45-16:00 27 9 10 25 71

Total período 105 39 49 83 27616:00-16:15 36 16 6 15 7316:15-16:30 45 8 15 22 8916:30-16:45 35 16 9 20 7916:45-17:00 35 8 7 18 68

Total período 151 47 36 75 30917:00-17:15 71 5 9 17 10117:15-17:30 53 11 9 15 8817:30-17:45 46 9 3 13 7217:45-18:00 58 3 7 13 82

Total período 229 28 28 58 34318:00-18:15 50 3 3 17 7218:15-18:30 41 3 7 15 6718:30-18:45 65 16 3 13 9618:45-19:00 56 5 3 17 81

Total período 212 26 16 61 31619:00-19:15 60 9 3 8 8019:15-19:30 32 11 7 12 6119:30-19:45 48 5 1 12 6619:45-20:00 40 5 6 13 64

Total período 179 30 17 45 27120:00-20:15 32 3 1 12 4820:15-20:30 35 6 1 13 5620:30-20:45 40 5 0 10 5420:45-21:00 36 3 4 12 56


Total 14 horas 1.915 435 404 806 3.560

CUADRO Nº 2.18


Vehículos Livianos

Camiones de 2 ejes



Censo de Tránsito realizado por el Consultor el 15 de Septiembre de 2005Lugar : Rinconada de MaipúPunto de Control Nº : 3Intersección : Ruta G-260 (Camino Rinconada) / Lazo surponiente enlace RinconadaDuración : 14 Horas

Movimiento 1: Viraje a la izquierda desde Lazo Surponiente hacia Rinconada

07:00-07:15 1 3 2 0 607:15-07:30 5 1 1 0 707:30-07:45 15 0 1 0 1607:45-08:00 7 0 0 0 7

Total período 28 4 4 0 3608:00-08:15 3 2 0 0 508:15-08:30 2 0 0 0 208:30-08:45 4 0 0 0 408:45-09:00 5 1 0 0 6

Total período 14 3 0 0 1709:00-09:15 2 0 0 0 209:15-09:30 2 2 1 0 509:30-09:45 4 1 0 0 509:45-10:00 2 0 1 0 3

Total período 10 3 2 0 1510:00-10:15 2 0 0 0 210:15-10:30 3 2 1 0 610:30-10:45 2 1 0 0 310:45-11:00 3 0 0 0 3

Total período 10 3 1 0 1411:00-11:15 3 0 0 0 311:15-11:30 3 2 0 0 511:30-11:45 3 0 1 1 511:45-12:00 6 2 0 0 8

Total período 15 4 1 1 2112:00-12:15 3 2 0 1 612:15-12:30 0 1 0 0 112:30-12:45 2 1 0 0 312:45-13:00 1 1 1 0 3

Total período 6 5 1 1 1313:00-13:15 3 0 1 0 413:15-13:30 4 0 1 0 513:30-13:45 6 0 0 0 613:45-14:00 1 1 0 0 2

Total período 14 1 2 0 1714:00-14:15 3 0 0 0 314:15-14:30 3 0 0 0 314:30-14:45 3 0 0 0 314:45-15:00 0 0 0 0 0

Total período 9 0 0 0 915:00-15:15 5 1 0 0 615:15-15:30 3 2 2 0 715:30-15:45 2 1 0 0 315:45-16:00 3 0 0 0 3

Total período 13 4 2 0 1916:00-16:15 0 1 0 0 116:15-16:30 2 0 0 0 216:30-16:45 3 2 0 0 516:45-17:00 2 0 0 0 2

Total período 7 3 0 0 1017:00-17:15 2 1 0 0 317:15-17:30 3 1 0 0 417:30-17:45 3 2 1 0 617:45-18:00 4 0 0 0 4

Total período 12 4 1 0 1718:00-18:15 2 1 0 0 318:15-18:30 2 1 0 0 318:30-18:45 1 2 1 0 418:45-19:00 3 0 0 0 3

Total período 8 4 1 0 1319:00-19:15 1 0 0 0 119:15-19:30 1 0 0 0 119:30-19:45 2 0 0 0 219:45-20:00 1 0 0 0 1

Total período 5 0 0 0 520:00-20:15 1 0 0 0 120:15-20:30 0 0 0 0 020:30-20:45 1 0 0 0 120:45-21:00 1 0 0 0 1


Total 14 horas 154 38 15 2 209

CUADRO Nº 3.1


Vehículos Livianos

Camiones de 2 ejes




Movimiento 2: Viraje a la derecha desde Lazo Surponiente hacia Maipú

07:00-07:15 3 0 2 0 507:15-07:30 22 1 1 0 2407:30-07:45 22 1 3 1 2707:45-08:00 43 2 3 1 49

Total período 90 4 9 2 10508:00-08:15 39 1 6 1 4708:15-08:30 20 3 4 0 2708:30-08:45 23 1 1 1 2608:45-09:00 27 2 5 0 34

Total período 109 7 16 2 13409:00-09:15 24 1 3 0 2809:15-09:30 20 2 4 0 2609:30-09:45 20 4 4 1 2909:45-10:00 22 4 6 1 33

Total período 86 11 17 2 11610:00-10:15 27 6 6 0 3910:15-10:30 26 2 5 0 3310:30-10:45 15 3 10 1 2910:45-11:00 25 5 3 1 34

Total período 93 16 24 2 13511:00-11:15 22 3 2 0 2711:15-11:30 20 3 5 0 2811:30-11:45 27 2 2 0 3111:45-12:00 30 3 7 2 42

Total período 99 11 16 2 12812:00-12:15 20 5 5 1 3112:15-12:30 34 1 6 1 4212:30-12:45 33 2 9 0 4412:45-13:00 27 6 9 1 43

Total período 114 14 29 3 16013:00-13:15 27 2 7 0 3613:15-13:30 30 5 4 0 3913:30-13:45 38 8 4 0 5013:45-14:00 40 6 4 1 51

Total período 135 21 19 1 17614:00-14:15 36 5 7 1 4914:15-14:30 38 5 6 0 4914:30-14:45 40 2 4 1 4714:45-15:00 34 3 7 2 46

Total período 148 15 24 4 19115:00-15:15 33 8 6 2 4915:15-15:30 32 6 6 0 4415:30-15:45 30 6 4 1 4115:45-16:00 34 4 5 1 44

Total período 129 24 21 4 17816:00-16:15 26 7 6 2 4116:15-16:30 30 4 5 0 3916:30-16:45 42 4 6 0 5216:45-17:00 38 6 2 0 46

Total período 136 21 19 2 17817:00-17:15 37 4 3 1 4517:15-17:30 37 2 6 0 4517:30-17:45 46 3 4 0 5317:45-18:00 70 6 6 0 82

Total período 190 15 19 1 22518:00-18:15 72 7 5 0 8418:15-18:30 85 8 6 0 9918:30-18:45 121 5 3 0 12918:45-19:00 122 8 4 1 135

Total período 400 28 18 1 44719:00-19:15 127 6 1 0 13419:15-19:30 167 6 5 0 17819:30-19:45 224 7 3 1 23519:45-20:00 119 2 2 0 123

Total período 637 21 11 1 67020:00-20:15 173 6 5 0 18420:15-20:30 109 2 2 1 11420:30-20:45 121 2 1 0 12420:45-21:00 114 2 2 1 119


Total 14 horas 2.883 220 252 29 3.384

CUADRO Nº 3.2


Vehículos Livianos

Camiones de 2 ejes





07:00-07:15 19 6 3 12 4007:15-07:30 21 7 6 11 4507:30-07:45 33 2 4 18 5707:45-08:00 59 7 3 15 84

Total período 132 22 16 56 22608:00-08:15 35 4 9 14 6208:15-08:30 32 6 4 13 5508:30-08:45 31 6 3 17 5708:45-09:00 22 4 7 17 50

Total período 120 20 23 61 22409:00-09:15 23 9 4 17 5309:15-09:30 28 4 3 19 5409:30-09:45 27 8 3 25 6309:45-10:00 21 9 9 20 59

Total período 99 30 19 81 22910:00-10:15 25 12 4 22 6310:15-10:30 21 6 11 16 5410:30-10:45 24 7 10 21 6210:45-11:00 26 9 5 22 62

Total período 96 34 30 81 24111:00-11:15 24 7 7 16 5411:15-11:30 38 10 9 16 7311:30-11:45 31 7 2 13 5311:45-12:00 22 2 8 20 52

Total período 115 26 26 65 23212:00-12:15 41 11 6 17 7512:15-12:30 33 8 7 12 6012:30-12:45 23 11 9 20 6312:45-13:00 37 11 11 19 78

Total período 134 41 33 68 27613:00-13:15 32 5 4 9 5013:15-13:30 33 5 6 14 5813:30-13:45 34 11 6 14 6513:45-14:00 31 10 4 12 57

Total período 130 31 20 49 23014:00-14:15 28 9 11 18 6614:15-14:30 25 12 8 21 6614:30-14:45 33 6 7 18 6414:45-15:00 30 10 9 17 66

Total período 116 37 35 74 26215:00-15:15 28 11 8 21 6815:15-15:30 19 11 5 12 4715:30-15:45 31 5 8 30 7415:45-16:00 37 14 7 19 77

Total período 115 41 28 82 26616:00-16:15 32 11 4 12 5916:15-16:30 39 12 14 20 8516:30-16:45 32 4 6 10 5216:45-17:00 28 9 1 21 59

Total período 131 36 25 63 25517:00-17:15 27 7 4 11 4917:15-17:30 15 5 9 11 4017:30-17:45 20 5 5 12 4217:45-18:00 18 6 5 16 45

Total período 80 23 23 50 17618:00-18:15 31 7 7 15 6018:15-18:30 41 4 6 11 6218:30-18:45 37 3 4 14 5818:45-19:00 19 7 5 13 44

Total período 128 21 22 53 22419:00-19:15 21 2 2 10 3519:15-19:30 32 4 4 20 6019:30-19:45 26 3 4 16 4919:45-20:00 22 1 2 10 35

Total período 101 10 12 56 17920:00-20:15 29 9 6 17 6120:15-20:30 17 3 2 17 3920:30-20:45 13 2 2 19 3620:45-21:00 30 5 4 15 54


Total 14 horas 1.586 391 326 907 3.210

CUADRO Nº 3.3


Vehículos Livianos

Camiones de 2 ejes




Movimiento 4: Viraje a la derecha desde Maipú hacia Lazo Norponiente

07:00-07:15 3 0 0 0 307:15-07:30 4 0 0 0 407:30-07:45 4 0 0 0 407:45-08:00 6 1 0 0 7

Total período 17 1 0 0 1808:00-08:15 3 0 0 0 308:15-08:30 3 0 0 0 308:30-08:45 6 0 0 0 608:45-09:00 8 2 0 0 10

Total período 20 2 0 0 2209:00-09:15 2 0 0 0 209:15-09:30 4 0 0 0 409:30-09:45 1 0 0 0 109:45-10:00 4 0 0 0 4

Total período 11 0 0 0 1110:00-10:15 1 1 0 0 210:15-10:30 2 0 0 0 210:30-10:45 4 0 0 0 410:45-11:00 5 0 0 0 5

Total período 12 1 0 0 1311:00-11:15 4 1 1 0 611:15-11:30 5 0 0 0 511:30-11:45 7 0 0 0 711:45-12:00 2 0 0 0 2

Total período 18 1 1 0 2012:00-12:15 2 0 0 0 212:15-12:30 5 1 0 0 612:30-12:45 5 0 0 0 512:45-13:00 2 0 0 0 2

Total período 14 1 0 0 1513:00-13:15 7 0 0 0 713:15-13:30 2 0 0 0 213:30-13:45 5 0 0 0 513:45-14:00 5 0 0 0 5

Total período 19 0 0 0 1914:00-14:15 2 2 1 0 514:15-14:30 3 0 0 0 314:30-14:45 4 0 1 0 514:45-15:00 5 1 0 0 6

Total período 14 3 2 0 1915:00-15:15 4 0 0 0 415:15-15:30 2 0 0 0 215:30-15:45 5 0 0 0 515:45-16:00 3 1 1 0 5

Total período 14 1 1 0 1616:00-16:15 6 1 2 0 916:15-16:30 1 0 1 0 216:30-16:45 8 0 0 0 816:45-17:00 4 0 0 0 4

Total período 19 1 3 0 2317:00-17:15 5 1 0 0 617:15-17:30 6 0 0 0 617:30-17:45 6 0 1 0 717:45-18:00 4 0 0 0 4

Total período 21 1 1 0 2318:00-18:15 3 1 0 0 418:15-18:30 4 0 0 0 418:30-18:45 9 1 0 0 1018:45-19:00 4 0 0 0 4

Total período 20 2 0 0 2219:00-19:15 8 0 0 0 819:15-19:30 10 1 0 0 1119:30-19:45 5 0 0 1 619:45-20:00 6 0 1 0 7

Total período 29 1 1 1 3220:00-20:15 10 0 0 0 1020:15-20:30 7 0 0 0 720:30-20:45 4 0 0 0 420:45-21:00 8 0 0 0 8


Total 14 horas 257 15 9 1 282

CUADRO Nº 3.4


Vehículos Livianos

Camiones de 2 ejes





07:00-07:15 22 6 2 11 4107:15-07:30 23 3 4 20 5007:30-07:45 34 10 1 20 6507:45-08:00 21 13 5 13 52

Total período 100 32 12 64 20808:00-08:15 14 8 7 16 4508:15-08:30 21 6 3 9 3908:30-08:45 21 4 7 11 4308:45-09:00 25 8 5 11 49

Total período 81 26 22 47 17609:00-09:15 20 4 6 11 4109:15-09:30 20 5 5 14 4409:30-09:45 37 7 3 18 6509:45-10:00 34 8 2 14 58

Total período 111 24 16 57 20810:00-10:15 24 10 6 16 5610:15-10:30 29 12 5 13 5910:30-10:45 33 10 7 14 6410:45-11:00 29 5 4 15 53

Total período 115 37 22 58 23211:00-11:15 29 9 5 18 6111:15-11:30 30 12 7 19 6811:30-11:45 33 9 5 16 6311:45-12:00 34 7 6 18 65

Total período 126 37 23 71 25712:00-12:15 22 14 3 18 5712:15-12:30 38 7 3 16 6412:30-12:45 44 7 7 15 7312:45-13:00 35 6 7 12 60

Total período 139 34 20 61 25413:00-13:15 40 5 9 14 6813:15-13:30 41 16 6 21 8413:30-13:45 33 12 2 14 6113:45-14:00 40 10 9 10 69

Total período 154 43 26 59 28214:00-14:15 33 7 6 12 5814:15-14:30 20 14 4 21 5914:30-14:45 21 17 9 15 6214:45-15:00 26 5 8 15 54

Total período 100 43 27 63 23315:00-15:15 37 10 6 22 7515:15-15:30 28 7 5 15 5515:30-15:45 32 15 5 21 7315:45-16:00 27 12 7 22 68

Total período 124 44 23 80 27116:00-16:15 30 12 17 25 8416:15-16:30 42 5 8 21 7616:30-16:45 43 18 9 25 9516:45-17:00 42 19 10 22 93

Total período 157 54 44 93 34817:00-17:15 49 9 3 21 8217:15-17:30 56 14 8 20 9817:30-17:45 49 6 1 16 7217:45-18:00 52 5 2 12 71

Total período 206 34 14 69 32318:00-18:15 49 9 6 23 8718:15-18:30 56 9 4 18 8718:30-18:45 54 8 3 16 8118:45-19:00 44 8 5 13 70

Total período 203 34 18 70 32519:00-19:15 55 7 1 11 7419:15-19:30 37 8 6 12 6319:30-19:45 51 7 6 20 8419:45-20:00 37 5 1 8 51

Total período 180 27 14 51 27220:00-20:15 33 4 1 11 4920:15-20:30 25 4 2 13 4420:30-20:45 30 4 1 10 4520:45-21:00 31 3 3 12 49


Total 14 horas 1.915 484 288 889 3.576

CUADRO Nº 3.5


Vehículos Livianos

Camiones de 2 ejes



Censo de Tránsito realizado por el Consultor el 15 de Septiembre de 2005 (proyección año 2007)Lugar : Rinconada de MaipúPunto de Control Nº : 3Intersección : Ruta G-260 (Camino Rinconada) / Lazo surponiente enlace RinconadaTasa crec. anual 7,5% 6,5% 5,5% 7,5%


07:00-07:15 1 3 2 0 707:15-07:30 6 1 1 0 807:30-07:45 17 0 1 0 1807:45-08:00 8 0 0 0 8

Total período 32 5 4 0 4108:00-08:15 3 2 0 0 608:15-08:30 2 0 0 0 208:30-08:45 5 0 0 0 508:45-09:00 6 1 0 0 7

Total período 16 3 0 0 2009:00-09:15 2 0 0 0 209:15-09:30 2 2 1 0 609:30-09:45 5 1 0 0 609:45-10:00 2 0 1 0 3

Total período 12 3 2 0 1710:00-10:15 2 0 0 0 210:15-10:30 3 2 1 0 710:30-10:45 2 1 0 0 310:45-11:00 3 0 0 0 3

Total período 12 3 1 0 1611:00-11:15 3 0 0 0 311:15-11:30 3 2 0 0 611:30-11:45 3 0 1 1 611:45-12:00 7 2 0 0 9

Total período 17 5 1 1 2412:00-12:15 3 2 0 1 712:15-12:30 0 1 0 0 112:30-12:45 2 1 0 0 312:45-13:00 1 1 1 0 3

Total período 7 6 1 1 1513:00-13:15 3 0 1 0 513:15-13:30 5 0 1 0 613:30-13:45 7 0 0 0 713:45-14:00 1 1 0 0 2

Total período 16 1 2 0 2014:00-14:15 3 0 0 0 314:15-14:30 3 0 0 0 314:30-14:45 3 0 0 0 314:45-15:00 0 0 0 0 0

Total período 10 0 0 0 1015:00-15:15 6 1 0 0 715:15-15:30 3 2 2 0 815:30-15:45 2 1 0 0 315:45-16:00 3 0 0 0 3

Total período 15 5 2 0 2216:00-16:15 0 1 0 0 116:15-16:30 2 0 0 0 216:30-16:45 3 2 0 0 616:45-17:00 2 0 0 0 2

Total período 8 3 0 0 1117:00-17:15 2 1 0 0 317:15-17:30 3 1 0 0 517:30-17:45 3 2 1 0 717:45-18:00 5 0 0 0 5

Total período 14 5 1 0 2018:00-18:15 2 1 0 0 318:15-18:30 2 1 0 0 318:30-18:45 1 2 1 0 518:45-19:00 3 0 0 0 3

Total período 9 5 1 0 1519:00-19:15 1 0 0 0 119:15-19:30 1 0 0 0 119:30-19:45 2 0 0 0 219:45-20:00 1 0 0 0 1

Total período 6 0 0 0 620:00-20:15 1 0 0 0 120:15-20:30 0 0 0 0 020:30-20:45 1 0 0 0 120:45-21:00 1 0 0 0 1


Total 14 horas 178 43 17 2 240

CUADRO Nº 3.6


Vehículos Livianos

Camiones de 2 ejes





07:00-07:15 3 0 2 0 607:15-07:30 25 1 1 0 2807:30-07:45 25 1 3 1 3107:45-08:00 50 2 3 1 56

Total período 104 5 10 2 12108:00-08:15 45 1 7 1 5408:15-08:30 23 3 4 0 3108:30-08:45 27 1 1 1 3008:45-09:00 31 2 6 0 39

Total período 126 8 18 2 15409:00-09:15 28 1 3 0 3209:15-09:30 23 2 4 0 3009:30-09:45 23 5 4 1 3309:45-10:00 25 5 7 1 38

Total período 99 12 19 2 13310:00-10:15 31 7 7 0 4510:15-10:30 30 2 6 0 3810:30-10:45 17 3 11 1 3310:45-11:00 29 6 3 1 39

Total período 107 18 27 2 15511:00-11:15 25 3 2 0 3111:15-11:30 23 3 6 0 3211:30-11:45 31 2 2 0 3611:45-12:00 35 3 8 2 48

Total período 114 12 18 2 14712:00-12:15 23 6 6 1 3612:15-12:30 39 1 7 1 4812:30-12:45 38 2 10 0 5012:45-13:00 31 7 10 1 49

Total período 132 16 32 3 18313:00-13:15 31 2 8 0 4113:15-13:30 35 6 4 0 4513:30-13:45 44 9 4 0 5713:45-14:00 46 7 4 1 59

Total período 156 24 21 1 20214:00-14:15 42 6 8 1 5614:15-14:30 44 6 7 0 5614:30-14:45 46 2 4 1 5414:45-15:00 39 3 8 2 53

Total período 171 17 27 5 21915:00-15:15 38 9 7 2 5615:15-15:30 37 7 7 0 5015:30-15:45 35 7 4 1 4715:45-16:00 39 5 6 1 51

Total período 149 27 23 5 20416:00-16:15 30 8 7 2 4716:15-16:30 35 5 6 0 4516:30-16:45 49 5 7 0 6016:45-17:00 44 7 2 0 53

Total período 157 24 21 2 20417:00-17:15 43 5 3 1 5217:15-17:30 43 2 7 0 5217:30-17:45 53 3 4 0 6117:45-18:00 81 7 7 0 94

Total período 220 17 21 1 25918:00-18:15 83 8 6 0 9718:15-18:30 98 9 7 0 11418:30-18:45 140 6 3 0 14918:45-19:00 141 9 4 1 156

Total período 462 32 20 1 51519:00-19:15 147 7 1 0 15519:15-19:30 193 7 6 0 20519:30-19:45 259 8 3 1 27119:45-20:00 138 2 2 0 142

Total período 736 24 12 1 77320:00-20:15 200 7 6 0 21220:15-20:30 126 2 2 1 13220:30-20:45 140 2 1 0 14320:45-21:00 132 2 2 1 137


Total 14 horas 3.332 250 280 34 3.895

CUADRO Nº 3.7


Vehículos Livianos

Camiones de 2 ejes





07:00-07:15 22 7 3 14 4607:15-07:30 24 8 7 13 5207:30-07:45 38 2 4 21 6607:45-08:00 68 8 3 17 97

Total período 153 25 18 65 26008:00-08:15 40 5 10 16 7108:15-08:30 37 7 4 15 6308:30-08:45 36 7 3 20 6608:45-09:00 25 5 8 20 57

Total período 139 23 26 70 25709:00-09:15 27 10 4 20 6109:15-09:30 32 5 3 22 6209:30-09:45 31 9 3 29 7309:45-10:00 24 10 10 23 68

Total período 114 34 21 94 26310:00-10:15 29 14 4 25 7210:15-10:30 24 7 12 18 6210:30-10:45 28 8 11 24 7110:45-11:00 30 10 6 25 71

Total período 111 39 33 94 27711:00-11:15 28 8 8 18 6211:15-11:30 44 11 10 18 8411:30-11:45 36 8 2 15 6111:45-12:00 25 2 9 23 60

Total período 133 29 29 75 26612:00-12:15 47 12 7 20 8612:15-12:30 38 9 8 14 6912:30-12:45 27 12 10 23 7212:45-13:00 43 12 12 22 89

Total período 155 47 37 79 31713:00-13:15 37 6 4 10 5813:15-13:30 38 6 7 16 6713:30-13:45 39 12 7 16 7513:45-14:00 36 11 4 14 65

Total período 150 35 22 57 26414:00-14:15 32 10 12 21 7614:15-14:30 29 14 9 24 7614:30-14:45 38 7 8 21 7414:45-15:00 35 11 10 20 76

Total período 134 42 39 86 30015:00-15:15 32 12 9 24 7815:15-15:30 22 12 6 14 5415:30-15:45 36 6 9 35 8515:45-16:00 43 16 8 22 88

Total período 133 47 31 95 30516:00-16:15 37 12 4 14 6816:15-16:30 45 14 16 23 9716:30-16:45 37 5 7 12 6016:45-17:00 32 10 1 24 68

Total período 151 41 28 73 29317:00-17:15 31 8 4 13 5617:15-17:30 17 6 10 13 4617:30-17:45 23 6 6 14 4817:45-18:00 21 7 6 18 52

Total período 92 26 26 58 20218:00-18:15 36 8 8 17 6918:15-18:30 47 5 7 13 7118:30-18:45 43 3 4 16 6718:45-19:00 22 8 6 15 50

Total período 148 24 24 61 25719:00-19:15 24 2 2 12 4019:15-19:30 37 5 4 23 6919:30-19:45 30 3 4 18 5619:45-20:00 25 1 2 12 40

Total período 117 11 13 65 20620:00-20:15 34 10 7 20 7020:15-20:30 20 3 2 20 4520:30-20:45 15 2 2 22 4120:45-21:00 35 6 4 17 62


Total 14 horas 1.833 443 363 1.048 3.687

CUADRO Nº 3.8


Vehículos Livianos

Camiones de 2 ejes





07:00-07:15 3 0 0 0 307:15-07:30 5 0 0 0 507:30-07:45 5 0 0 0 507:45-08:00 7 1 0 0 8

Total período 20 1 0 0 2108:00-08:15 3 0 0 0 308:15-08:30 3 0 0 0 308:30-08:45 7 0 0 0 708:45-09:00 9 2 0 0 12

Total período 23 2 0 0 2509:00-09:15 2 0 0 0 209:15-09:30 5 0 0 0 509:30-09:45 1 0 0 0 109:45-10:00 5 0 0 0 5

Total período 13 0 0 0 1310:00-10:15 1 1 0 0 210:15-10:30 2 0 0 0 210:30-10:45 5 0 0 0 510:45-11:00 6 0 0 0 6

Total período 14 1 0 0 1511:00-11:15 5 1 1 0 711:15-11:30 6 0 0 0 611:30-11:45 8 0 0 0 811:45-12:00 2 0 0 0 2

Total período 21 1 1 0 2312:00-12:15 2 0 0 0 212:15-12:30 6 1 0 0 712:30-12:45 6 0 0 0 612:45-13:00 2 0 0 0 2

Total período 16 1 0 0 1713:00-13:15 8 0 0 0 813:15-13:30 2 0 0 0 213:30-13:45 6 0 0 0 613:45-14:00 6 0 0 0 6

Total período 22 0 0 0 2214:00-14:15 2 2 1 0 614:15-14:30 3 0 0 0 314:30-14:45 5 0 1 0 614:45-15:00 6 1 0 0 7

Total período 16 3 2 0 2215:00-15:15 5 0 0 0 515:15-15:30 2 0 0 0 215:30-15:45 6 0 0 0 615:45-16:00 3 1 1 0 6

Total período 16 1 1 0 1816:00-16:15 7 1 2 0 1016:15-16:30 1 0 1 0 216:30-16:45 9 0 0 0 916:45-17:00 5 0 0 0 5

Total período 22 1 3 0 2617:00-17:15 6 1 0 0 717:15-17:30 7 0 0 0 717:30-17:45 7 0 1 0 817:45-18:00 5 0 0 0 5

Total período 24 1 1 0 2718:00-18:15 3 1 0 0 518:15-18:30 5 0 0 0 518:30-18:45 10 1 0 0 1218:45-19:00 5 0 0 0 5

Total período 23 2 0 0 2519:00-19:15 9 0 0 0 919:15-19:30 12 1 0 0 1319:30-19:45 6 0 0 1 719:45-20:00 7 0 1 0 8

Total período 34 1 1 1 3720:00-20:15 12 0 0 0 1220:15-20:30 8 0 0 0 820:30-20:45 5 0 0 0 520:45-21:00 9 0 0 0 9


Total 14 horas 297 17 10 1 325

CUADRO Nº 3.9


Vehículos Livianos

Camiones de 2 ejes





07:00-07:15 25 7 2 13 4707:15-07:30 27 3 4 23 5807:30-07:45 39 11 1 23 7507:45-08:00 24 15 6 15 60

Total período 116 36 13 74 23908:00-08:15 16 9 8 18 5208:15-08:30 24 7 3 10 4508:30-08:45 24 5 8 13 4908:45-09:00 29 9 6 13 56

Total período 94 29 24 54 20209:00-09:15 23 5 7 13 4709:15-09:30 23 6 6 16 5109:30-09:45 43 8 3 21 7509:45-10:00 39 9 2 16 67

Total período 128 27 18 66 23910:00-10:15 28 11 7 18 6410:15-10:30 34 14 6 15 6810:30-10:45 38 11 8 16 7310:45-11:00 34 6 4 17 61

Total período 133 42 24 67 26611:00-11:15 34 10 6 21 7011:15-11:30 35 14 8 22 7811:30-11:45 38 10 6 18 7211:45-12:00 39 8 7 21 75

Total período 146 42 26 82 29512:00-12:15 25 16 3 21 6512:15-12:30 44 8 3 18 7412:30-12:45 51 8 8 17 8412:45-13:00 40 7 8 14 69

Total período 161 39 22 70 29213:00-13:15 46 6 10 16 7813:15-13:30 47 18 7 24 9613:30-13:45 38 14 2 16 7013:45-14:00 46 11 10 12 79

Total período 178 49 29 68 32414:00-14:15 38 8 7 14 6714:15-14:30 23 16 4 24 6814:30-14:45 24 19 10 17 7114:45-15:00 30 6 9 17 62

Total período 116 49 30 73 26715:00-15:15 43 11 7 25 8615:15-15:30 32 8 6 17 6315:30-15:45 37 17 6 24 8415:45-16:00 31 14 8 25 78

Total período 143 50 26 92 31116:00-16:15 35 14 19 29 9616:15-16:30 49 6 9 24 8716:30-16:45 50 20 10 29 10916:45-17:00 49 22 11 25 107

Total período 181 61 49 107 39917:00-17:15 57 10 3 24 9417:15-17:30 65 16 9 23 11317:30-17:45 57 7 1 18 8317:45-18:00 60 6 2 14 82

Total período 238 39 16 80 37218:00-18:15 57 10 7 27 10018:15-18:30 65 10 4 21 10018:30-18:45 62 9 3 18 9318:45-19:00 51 9 6 15 81

Total período 235 39 20 81 37419:00-19:15 64 8 1 13 8519:15-19:30 43 9 7 14 7219:30-19:45 59 8 7 23 9719:45-20:00 43 6 1 9 59

Total período 208 31 16 59 31320:00-20:15 38 5 1 13 5620:15-20:30 29 5 2 15 5120:30-20:45 35 5 1 12 5220:45-21:00 36 3 3 14 56


Total 14 horas 2.213 549 321 1.027 4.110

CUADRO Nº 3.10


Vehículos Livianos

Camiones de 2 ejes





07:00-07:15 2 5 3 0 907:15-07:30 8 2 1 0 1107:30-07:45 25 0 1 0 2607:45-08:00 12 0 0 0 12

Total período 46 6 6 0 5808:00-08:15 5 3 0 0 808:15-08:30 3 0 0 0 308:30-08:45 7 0 0 0 708:45-09:00 8 2 0 0 10

Total período 23 5 0 0 2809:00-09:15 3 0 0 0 309:15-09:30 3 3 1 0 809:30-09:45 7 2 0 0 809:45-10:00 3 0 1 0 5

Total período 17 5 3 0 2410:00-10:15 3 0 0 0 310:15-10:30 5 3 1 0 1010:30-10:45 3 2 0 0 510:45-11:00 5 0 0 0 5

Total período 17 5 1 0 2311:00-11:15 5 0 0 0 511:15-11:30 5 3 0 0 811:30-11:45 5 0 1 2 811:45-12:00 10 3 0 0 13

Total período 25 6 1 2 3412:00-12:15 5 3 0 2 1012:15-12:30 0 2 0 0 212:30-12:45 3 2 0 0 512:45-13:00 2 2 1 0 5

Total período 10 8 1 2 2113:00-13:15 5 0 1 0 613:15-13:30 7 0 1 0 813:30-13:45 10 0 0 0 1013:45-14:00 2 2 0 0 3

Total período 23 2 3 0 2814:00-14:15 5 0 0 0 514:15-14:30 5 0 0 0 514:30-14:45 5 0 0 0 514:45-15:00 0 0 0 0 0

Total período 15 0 0 0 1515:00-15:15 8 2 0 0 1015:15-15:30 5 3 3 0 1115:30-15:45 3 2 0 0 515:45-16:00 5 0 0 0 5

Total período 22 6 3 0 3116:00-16:15 0 2 0 0 216:15-16:30 3 0 0 0 316:30-16:45 5 3 0 0 816:45-17:00 3 0 0 0 3

Total período 12 5 0 0 1617:00-17:15 3 2 0 0 517:15-17:30 5 2 0 0 717:30-17:45 5 3 1 0 1017:45-18:00 7 0 0 0 7

Total período 20 6 1 0 2818:00-18:15 3 2 0 0 518:15-18:30 3 2 0 0 518:30-18:45 2 3 1 0 618:45-19:00 5 0 0 0 5

Total período 13 6 1 0 2119:00-19:15 2 0 0 0 219:15-19:30 2 0 0 0 219:30-19:45 3 0 0 0 319:45-20:00 2 0 0 0 2

Total período 8 0 0 0 820:00-20:15 2 0 0 0 220:15-20:30 0 0 0 0 020:30-20:45 2 0 0 0 220:45-21:00 2 0 0 0 2


Total 14 horas 255 59 22 3 340

CUADRO Nº 3.11


Vehículos Livianos

Camiones de 2 ejes





07:00-07:15 5 0 3 0 807:15-07:30 36 2 1 0 4007:30-07:45 36 2 4 2 4407:45-08:00 71 3 4 2 80

Total período 149 6 13 3 17208:00-08:15 65 2 9 2 7708:15-08:30 33 5 6 0 4408:30-08:45 38 2 1 2 4308:45-09:00 45 3 7 0 55

Total período 181 11 23 3 21809:00-09:15 40 2 4 0 4609:15-09:30 33 3 6 0 4209:30-09:45 33 6 6 2 4709:45-10:00 36 6 9 2 53

Total período 143 17 25 3 18810:00-10:15 45 9 9 0 6310:15-10:30 43 3 7 0 5410:30-10:45 25 5 15 2 4610:45-11:00 41 8 4 2 55

Total período 154 25 35 3 21711:00-11:15 36 5 3 0 4411:15-11:30 33 5 7 0 4511:30-11:45 45 3 3 0 5111:45-12:00 50 5 10 3 68

Total período 164 17 23 3 20812:00-12:15 33 8 7 2 5012:15-12:30 56 2 9 2 6812:30-12:45 55 3 13 0 7112:45-13:00 45 9 13 2 69

Total período 189 22 42 5 25813:00-13:15 45 3 10 0 5813:15-13:30 50 8 6 0 6313:30-13:45 63 12 6 0 8113:45-14:00 66 9 6 2 83

Total período 224 33 28 2 28614:00-14:15 60 8 10 2 7914:15-14:30 63 8 9 0 8014:30-14:45 66 3 6 2 7714:45-15:00 56 5 10 3 75

Total período 246 23 35 7 31015:00-15:15 55 12 9 3 7915:15-15:30 53 9 9 0 7115:30-15:45 50 9 6 2 6715:45-16:00 56 6 7 2 72

Total período 214 37 31 7 28816:00-16:15 43 11 9 3 6616:15-16:30 50 6 7 0 6316:30-16:45 70 6 9 0 8516:45-17:00 63 9 3 0 75

Total período 226 33 28 3 28917:00-17:15 61 6 4 2 7417:15-17:30 61 3 9 0 7317:30-17:45 76 5 6 0 8717:45-18:00 116 9 9 0 134

Total período 315 23 28 2 36818:00-18:15 119 11 7 0 13818:15-18:30 141 12 9 0 16218:30-18:45 201 8 4 0 21318:45-19:00 202 12 6 2 222

Total período 664 44 26 2 73519:00-19:15 211 9 1 0 22119:15-19:30 277 9 7 0 29419:30-19:45 372 11 4 2 38919:45-20:00 197 3 3 0 203

Total período 1.057 33 16 2 1.10720:00-20:15 287 9 7 0 30420:15-20:30 181 3 3 2 18920:30-20:45 201 3 1 0 20520:45-21:00 189 3 3 2 197


Total 14 horas 4.783 342 367 48 5.540

CUADRO Nº 3.12


Vehículos Livianos

Camiones de 2 ejes





07:00-07:15 32 9 4 20 6507:15-07:30 35 11 9 18 7307:30-07:45 55 3 6 30 9407:45-08:00 98 11 4 25 138

Total período 219 34 23 93 36908:00-08:15 58 6 13 23 10108:15-08:30 53 9 6 22 9008:30-08:45 51 9 4 28 9308:45-09:00 36 6 10 28 81

Total período 199 31 33 101 36509:00-09:15 38 14 6 28 8609:15-09:30 46 6 4 32 8909:30-09:45 45 12 4 41 10309:45-10:00 35 14 13 33 95

Total período 164 47 28 134 37310:00-10:15 41 19 6 36 10210:15-10:30 35 9 16 27 8710:30-10:45 40 11 15 35 10010:45-11:00 43 14 7 36 101

Total período 159 53 44 134 39011:00-11:15 40 11 10 27 8711:15-11:30 63 16 13 27 11811:30-11:45 51 11 3 22 8711:45-12:00 36 3 12 33 84

Total período 191 40 38 108 37712:00-12:15 68 17 9 28 12212:15-12:30 55 12 10 20 9712:30-12:45 38 17 13 33 10212:45-13:00 61 17 16 32 126

Total período 222 64 48 113 44713:00-13:15 53 8 6 15 8213:15-13:30 55 8 9 23 9413:30-13:45 56 17 9 23 10513:45-14:00 51 16 6 20 93

Total período 216 48 29 81 37414:00-14:15 46 14 16 30 10614:15-14:30 41 19 12 35 10714:30-14:45 55 9 10 30 10414:45-15:00 50 16 13 28 107

Total período 192 57 51 123 42415:00-15:15 46 17 12 35 11015:15-15:30 32 17 7 20 7615:30-15:45 51 8 12 50 12115:45-16:00 61 22 10 32 125

Total período 191 64 41 136 43116:00-16:15 53 17 6 20 9616:15-16:30 65 19 20 33 13716:30-16:45 53 6 9 17 8516:45-17:00 46 14 1 35 97

Total período 217 56 36 105 41417:00-17:15 45 11 6 18 8017:15-17:30 25 8 13 18 6417:30-17:45 33 8 7 20 6817:45-18:00 30 9 7 27 73

Total período 133 36 33 83 28518:00-18:15 51 11 10 25 9718:15-18:30 68 6 9 18 10118:30-18:45 61 5 6 23 9518:45-19:00 32 11 7 22 71

Total período 212 33 32 88 36519:00-19:15 35 3 3 17 5719:15-19:30 53 6 6 33 9819:30-19:45 43 5 6 27 8019:45-20:00 36 2 3 17 58

Total período 168 16 17 93 29320:00-20:15 48 14 9 28 9920:15-20:30 28 5 3 28 6420:30-20:45 22 3 3 32 5920:45-21:00 50 8 6 25 88

Total período 148 30 20 113 310

Total 14 horas 2.631 608 474 1.505 5.218

CUADRO Nº 3.13


Vehículos Livianos

Camiones de 2 ejes





07:00-07:15 5 0 0 0 507:15-07:30 7 0 0 0 707:30-07:45 7 0 0 0 707:45-08:00 10 2 0 0 12

Total período 28 2 0 0 3008:00-08:15 5 0 0 0 508:15-08:30 5 0 0 0 508:30-08:45 10 0 0 0 1008:45-09:00 13 3 0 0 16

Total período 33 3 0 0 3609:00-09:15 3 0 0 0 309:15-09:30 7 0 0 0 709:30-09:45 2 0 0 0 209:45-10:00 7 0 0 0 7

Total período 18 0 0 0 1810:00-10:15 2 2 0 0 310:15-10:30 3 0 0 0 310:30-10:45 7 0 0 0 710:45-11:00 8 0 0 0 8

Total período 20 2 0 0 2111:00-11:15 7 2 1 0 1011:15-11:30 8 0 0 0 811:30-11:45 12 0 0 0 1211:45-12:00 3 0 0 0 3

Total período 30 2 1 0 3312:00-12:15 3 0 0 0 312:15-12:30 8 2 0 0 1012:30-12:45 8 0 0 0 812:45-13:00 3 0 0 0 3

Total período 23 2 0 0 2513:00-13:15 12 0 0 0 1213:15-13:30 3 0 0 0 313:30-13:45 8 0 0 0 813:45-14:00 8 0 0 0 8

Total período 32 0 0 0 3214:00-14:15 3 3 1 0 814:15-14:30 5 0 0 0 514:30-14:45 7 0 1 0 814:45-15:00 8 2 0 0 10

Total período 23 5 3 0 3115:00-15:15 7 0 0 0 715:15-15:30 3 0 0 0 315:30-15:45 8 0 0 0 815:45-16:00 5 2 1 0 8

Total período 23 2 1 0 2616:00-16:15 10 2 3 0 1416:15-16:30 2 0 1 0 316:30-16:45 13 0 0 0 1316:45-17:00 7 0 0 0 7

Total período 32 2 4 0 3717:00-17:15 8 2 0 0 1017:15-17:30 10 0 0 0 1017:30-17:45 10 0 1 0 1117:45-18:00 7 0 0 0 7

Total período 35 2 1 0 3818:00-18:15 5 2 0 0 718:15-18:30 7 0 0 0 718:30-18:45 15 2 0 0 1618:45-19:00 7 0 0 0 7

Total período 33 3 0 0 3619:00-19:15 13 0 0 0 1319:15-19:30 17 2 0 0 1819:30-19:45 8 0 0 2 1019:45-20:00 10 0 1 0 11

Total período 48 2 1 2 5320:00-20:15 17 0 0 0 1720:15-20:30 12 0 0 0 1220:30-20:45 7 0 0 0 720:45-21:00 13 0 0 0 13


Total 14 horas 426 23 13 2 464

CUADRO Nº 3.14


Vehículos Livianos

Camiones de 2 ejes





07:00-07:15 36 9 3 18 6707:15-07:30 38 5 6 33 8207:30-07:45 56 16 1 33 10707:45-08:00 35 20 7 22 84

Total período 166 50 17 106 33908:00-08:15 23 12 10 27 7208:15-08:30 35 9 4 15 6308:30-08:45 35 6 10 18 6908:45-09:00 41 12 7 18 79

Total período 134 40 32 78 28509:00-09:15 33 6 9 18 6609:15-09:30 33 8 7 23 7109:30-09:45 61 11 4 30 10609:45-10:00 56 12 3 23 95

Total período 184 37 23 95 33910:00-10:15 40 16 9 27 9110:15-10:30 48 19 7 22 9610:30-10:45 55 16 10 23 10410:45-11:00 48 8 6 25 87

Total período 191 57 32 96 37711:00-11:15 48 14 7 30 9911:15-11:30 50 19 10 32 11011:30-11:45 55 14 7 27 10311:45-12:00 56 11 9 30 106

Total período 209 57 33 118 41812:00-12:15 36 22 4 30 9212:15-12:30 63 11 4 27 10512:30-12:45 73 11 10 25 11912:45-13:00 58 9 10 20 97

Total período 231 53 29 101 41413:00-13:15 66 8 13 23 11013:15-13:30 68 25 9 35 13613:30-13:45 55 19 3 23 10013:45-14:00 66 16 13 17 112

Total período 255 67 38 98 45814:00-14:15 55 11 9 20 9414:15-14:30 33 22 6 35 9614:30-14:45 35 26 13 25 9914:45-15:00 43 8 12 25 87

Total período 166 67 39 105 37715:00-15:15 61 16 9 36 12215:15-15:30 46 11 7 25 8915:30-15:45 53 23 7 35 11915:45-16:00 45 19 10 36 110

Total período 206 68 33 133 44016:00-16:15 50 19 25 41 13516:15-16:30 70 8 12 35 12416:30-16:45 71 28 13 41 15416:45-17:00 70 30 15 36 150

Total período 260 84 64 154 56317:00-17:15 81 14 4 35 13417:15-17:30 93 22 12 33 15917:30-17:45 81 9 1 27 11917:45-18:00 86 8 3 20 117

Total período 342 53 20 114 52918:00-18:15 81 14 9 38 14218:15-18:30 93 14 6 30 14318:30-18:45 90 12 4 27 13318:45-19:00 73 12 7 22 114

Total período 337 53 26 116 53219:00-19:15 91 11 1 18 12219:15-19:30 61 12 9 20 10219:30-19:45 85 11 9 33 13719:45-20:00 61 8 1 13 84

Total período 299 42 20 85 44620:00-20:15 55 6 1 18 8120:15-20:30 41 6 3 22 7220:30-20:45 50 6 1 17 7420:45-21:00 51 5 4 20 80


Total 14 horas 3.177 752 419 1.475 5.823

CUADRO Nº 3.15


Vehículos Livianos

Camiones de 2 ejes



Censo de Tránsito realizado por el Consultor el 15 de Septiembre de 2005Lugar : Zona Urbana de MaipúPunto de Control Nº : 4Intersección : Avenida Rinconada / Calle AntofagastaDuración : 14 Horas

Movimiento 1: Viraje a la izquierda desde Antofagasta hacia Rinconada Poniente

07:00-07:15 57 0 0 4 6107:15-07:30 56 0 1 7 6407:30-07:45 44 1 1 11 5707:45-08:00 51 1 1 8 61

Total período 208 2 3 30 24308:00-08:15 40 2 0 6 4808:15-08:30 30 2 1 8 4108:30-08:45 26 0 3 15 4408:45-09:00 29 0 0 17 46

Total período 125 4 4 46 17909:00-09:15 11 2 1 12 2609:15-09:30 16 0 2 13 3109:30-09:45 14 1 0 17 3209:45-10:00 9 1 0 7 17

Total período 50 4 3 49 10610:00-10:15 9 3 1 18 3110:15-10:30 8 2 0 10 2010:30-10:45 12 2 0 18 3210:45-11:00 9 2 0 10 21

Total período 38 9 1 56 10411:00-11:15 6 0 1 7 1411:15-11:30 9 1 0 11 2111:30-11:45 12 1 0 14 2711:45-12:00 8 1 0 12 21

Total período 35 3 1 44 8312:00-12:15 13 1 0 14 2812:15-12:30 9 3 0 12 2412:30-12:45 5 2 0 13 2012:45-13:00 4 4 1 17 26

Total período 31 10 1 56 9813:00-13:15 7 3 0 13 2313:15-13:30 6 2 1 13 2213:30-13:45 8 1 1 9 1913:45-14:00 8 1 0 13 22

Total período 29 7 2 48 8614:00-14:15 11 3 0 12 2614:15-14:30 7 1 1 15 2414:30-14:45 6 3 2 15 2614:45-15:00 7 0 0 12 19

Total período 31 7 3 54 9515:00-15:15 6 0 0 5 1115:15-15:30 13 2 0 15 3015:30-15:45 10 0 1 13 2415:45-16:00 6 1 1 12 20

Total período 35 3 2 45 8516:00-16:15 16 2 1 13 3216:15-16:30 10 1 0 8 1916:30-16:45 7 1 0 13 2116:45-17:00 16 0 1 12 29

Total período 49 4 2 46 10117:00-17:15 3 1 0 12 1617:15-17:30 9 1 0 8 1817:30-17:45 13 5 1 16 3517:45-18:00 15 0 1 15 31

Total período 40 7 2 51 10018:00-18:15 9 1 1 10 2118:15-18:30 16 0 0 13 2918:30-18:45 12 2 0 12 2618:45-19:00 8 0 1 11 20

Total período 45 3 2 46 9619:00-19:15 15 1 0 13 2919:15-19:30 15 0 0 15 3019:30-19:45 13 2 0 18 3319:45-20:00 6 0 0 14 20

Total período 49 3 0 60 11220:00-20:15 6 0 1 13 2020:15-20:30 4 1 0 12 1720:30-20:45 11 0 0 17 2820:45-21:00 4 3 0 15 22


Total 14 horas 790 70 27 688 1.575

CUADRO Nº 4.1


Vehículos Livianos

Camiones de 2 ejes




Movimiento 2: Viraje a la derecha desde Antofagasta hacia Rinconada Oriente

07:00-07:15 5 0 0 0 507:15-07:30 3 0 0 4 707:30-07:45 11 0 0 1 1207:45-08:00 17 0 0 0 17

Total período 36 0 0 5 4108:00-08:15 12 0 1 1 1408:15-08:30 6 0 0 1 708:30-08:45 14 0 1 0 1508:45-09:00 10 0 0 3 13

Total período 42 0 2 5 4909:00-09:15 8 0 0 1 909:15-09:30 6 2 0 1 909:30-09:45 7 1 0 0 809:45-10:00 11 0 0 1 12

Total período 32 3 0 3 3810:00-10:15 10 0 0 0 1010:15-10:30 9 0 0 1 1010:30-10:45 4 1 0 3 810:45-11:00 4 1 0 0 5

Total período 27 2 0 4 3311:00-11:15 7 0 0 2 911:15-11:30 7 1 0 0 811:30-11:45 7 1 0 2 1011:45-12:00 2 1 0 2 5

Total período 23 3 0 6 3212:00-12:15 9 0 0 3 1212:15-12:30 9 0 0 1 1012:30-12:45 6 0 0 0 612:45-13:00 8 1 0 2 11

Total período 32 1 0 6 3913:00-13:15 10 1 0 1 1213:15-13:30 9 2 0 1 1213:30-13:45 11 1 0 1 1313:45-14:00 15 0 0 2 17

Total período 45 4 0 5 5414:00-14:15 11 1 0 1 1314:15-14:30 5 0 0 3 814:30-14:45 9 0 0 1 1014:45-15:00 6 0 0 0 6

Total período 31 1 0 5 3715:00-15:15 3 0 0 3 615:15-15:30 15 0 1 2 1815:30-15:45 4 1 0 0 515:45-16:00 7 0 0 0 7

Total período 29 1 1 5 3616:00-16:15 12 0 0 1 1316:15-16:30 5 0 0 0 516:30-16:45 14 1 0 0 1516:45-17:00 9 1 0 1 11

Total período 40 2 0 2 4417:00-17:15 9 1 1 1 1217:15-17:30 11 1 0 3 1517:30-17:45 5 1 0 0 617:45-18:00 14 1 0 3 18

Total período 39 4 1 7 5118:00-18:15 14 2 0 1 1718:15-18:30 11 0 0 3 1418:30-18:45 12 0 0 1 1318:45-19:00 11 0 0 2 13

Total período 48 2 0 7 5719:00-19:15 12 0 0 1 1319:15-19:30 11 1 0 1 1319:30-19:45 13 1 0 2 1619:45-20:00 12 1 0 3 16

Total período 48 3 0 7 5820:00-20:15 9 1 0 1 1120:15-20:30 11 0 0 2 1320:30-20:45 8 1 0 3 1220:45-21:00 12 2 0 2 16


Total 14 horas 512 30 4 75 621

CUADRO Nº 4.2


Vehículos Livianos

Camiones de 2 ejes




Movimiento 3: Viraje a la izquierda desde Rinconada Oriente hacia el sur

07:00-07:15 8 1 0 4 1307:15-07:30 3 0 0 1 407:30-07:45 5 0 0 1 607:45-08:00 11 0 0 1 12

Total período 27 1 0 7 3508:00-08:15 25 1 0 1 2708:15-08:30 8 0 0 1 908:30-08:45 10 1 0 1 1208:45-09:00 10 1 0 1 12

Total período 53 3 0 4 6009:00-09:15 9 0 0 1 1009:15-09:30 2 0 0 1 309:30-09:45 13 1 0 3 1709:45-10:00 6 1 1 1 9

Total período 30 2 1 6 3910:00-10:15 10 1 1 2 1410:15-10:30 2 1 0 1 410:30-10:45 7 2 0 2 1110:45-11:00 7 3 0 2 12

Total período 26 7 1 7 4111:00-11:15 6 2 0 1 911:15-11:30 4 2 0 2 811:30-11:45 5 0 0 3 811:45-12:00 3 0 0 3 6

Total período 18 4 0 9 3112:00-12:15 4 0 0 2 612:15-12:30 11 3 0 1 1512:30-12:45 9 0 0 1 1012:45-13:00 9 0 0 1 10

Total período 33 3 0 5 4113:00-13:15 6 1 0 1 813:15-13:30 6 0 0 3 913:30-13:45 8 1 0 1 1013:45-14:00 13 1 0 1 15

Total período 33 3 0 6 4214:00-14:15 11 0 0 2 1314:15-14:30 16 1 0 1 1814:30-14:45 8 1 0 2 1114:45-15:00 4 1 0 1 6

Total período 39 3 0 6 4815:00-15:15 13 0 0 1 1415:15-15:30 14 0 0 2 1615:30-15:45 10 0 0 1 1115:45-16:00 14 0 0 2 16

Total período 51 0 0 6 5716:00-16:15 12 1 0 2 1516:15-16:30 10 0 0 2 1216:30-16:45 9 2 0 2 1316:45-17:00 11 0 0 1 12

Total período 42 3 0 7 5217:00-17:15 6 0 0 2 817:15-17:30 13 0 1 1 1517:30-17:45 12 1 0 2 1517:45-18:00 5 0 0 1 6

Total período 36 1 1 6 4418:00-18:15 15 1 0 3 1918:15-18:30 19 2 0 1 2218:30-18:45 13 0 1 1 1518:45-19:00 11 0 0 3 14

Total período 58 3 1 8 7019:00-19:15 16 2 0 1 1919:15-19:30 19 1 0 1 2119:30-19:45 17 2 0 2 2119:45-20:00 20 2 0 1 23

Total período 72 7 0 5 8420:00-20:15 12 0 0 1 1320:15-20:30 15 1 0 0 1620:30-20:45 16 0 0 2 1820:45-21:00 11 1 0 2 14


Total 14 horas 572 42 4 87 705

CUADRO Nº 4.3


Vehículos Livianos

Camiones de 2 ejes




Movimiento 4a: Tránsito directo por Av. Rinconada de oriente a poniente

07:00-07:15 23 6 0 5 3407:15-07:30 22 6 2 5 3507:30-07:45 40 2 0 6 4807:45-08:00 50 5 2 6 63

Total período 135 19 4 22 18008:00-08:15 41 6 2 5 5408:15-08:30 39 5 2 6 5208:30-08:45 33 8 3 7 5108:45-09:00 24 6 2 5 37

Total período 137 25 9 23 19409:00-09:15 20 4 1 7 3209:15-09:30 26 9 1 8 4409:30-09:45 18 7 1 10 3609:45-10:00 19 5 2 3 29

Total período 83 25 5 28 14110:00-10:15 31 7 2 14 5410:15-10:30 24 11 5 5 4510:30-10:45 15 4 2 14 3510:45-11:00 28 7 2 6 43

Total período 98 29 11 39 17711:00-11:15 20 7 1 6 3411:15-11:30 21 6 2 12 4111:30-11:45 17 7 2 6 3211:45-12:00 15 11 2 10 38

Total período 73 31 7 34 14512:00-12:15 26 4 3 6 3912:15-12:30 19 7 2 5 3312:30-12:45 24 4 4 11 4312:45-13:00 32 7 0 4 43

Total período 101 22 9 26 15813:00-13:15 23 4 4 3 3413:15-13:30 26 5 2 6 3913:30-13:45 31 9 3 2 4513:45-14:00 23 4 1 5 33

Total período 103 22 10 16 15114:00-14:15 27 6 2 2 3714:15-14:30 20 5 4 5 3414:30-14:45 23 9 2 8 4214:45-15:00 29 8 4 7 48

Total período 99 28 12 22 16115:00-15:15 22 6 3 4 3515:15-15:30 23 12 4 6 4515:30-15:45 26 10 0 6 4215:45-16:00 27 7 3 7 44

Total período 98 35 10 23 16616:00-16:15 26 7 9 6 4816:15-16:30 28 2 4 7 4116:30-16:45 30 6 2 5 4316:45-17:00 18 6 5 3 32

Total período 102 21 20 21 16417:00-17:15 16 7 1 5 2917:15-17:30 16 5 0 3 2417:30-17:45 25 5 1 8 3917:45-18:00 27 6 1 4 38

Total período 84 23 3 20 13018:00-18:15 20 4 1 5 3018:15-18:30 28 8 2 6 4418:30-18:45 25 2 1 4 3218:45-19:00 11 1 0 2 14

Total período 84 15 4 17 12019:00-19:15 32 4 1 3 4019:15-19:30 24 1 4 6 3519:30-19:45 24 1 0 7 3219:45-20:00 26 0 0 5 31

Total período 106 6 5 21 13820:00-20:15 32 5 2 8 4720:15-20:30 16 3 0 4 2320:30-20:45 28 3 0 4 3520:45-21:00 12 1 0 5 18


Total 14 horas 1.391 313 111 333 2.148

CUADRO Nº 4.4a


Vehículos Livianos

Camiones de 2 ejes




Movimiento 4b: Viraje a la derecha desde Rinconada Oriente hacia A. del Sol

07:00-07:15 274 4 4 0 28207:15-07:30 292 5 3 1 30107:30-07:45 367 9 2 0 37807:45-08:00 307 4 4 0 315

Total período 1.240 22 13 1 1.27608:00-08:15 177 3 2 0 18208:15-08:30 155 1 5 0 16108:30-08:45 102 6 2 0 11008:45-09:00 119 3 5 0 127

Total período 553 13 14 0 58009:00-09:15 74 7 5 0 8609:15-09:30 58 5 0 0 6309:30-09:45 63 8 6 0 7709:45-10:00 35 7 2 0 44

Total período 230 27 13 0 27010:00-10:15 49 4 7 0 6010:15-10:30 36 6 6 1 4910:30-10:45 40 4 3 3 5010:45-11:00 31 3 5 0 39

Total período 156 17 21 4 19811:00-11:15 36 3 4 0 4311:15-11:30 31 5 4 0 4011:30-11:45 17 8 6 0 3111:45-12:00 26 5 5 0 36

Total período 110 21 19 0 15012:00-12:15 26 9 7 0 4212:15-12:30 28 3 4 0 3512:30-12:45 15 6 11 1 3312:45-13:00 17 2 7 0 26

Total período 86 20 29 1 13613:00-13:15 25 8 8 0 4113:15-13:30 28 12 5 1 4613:30-13:45 26 8 9 0 4313:45-14:00 19 4 7 0 30

Total período 98 32 29 1 16014:00-14:15 27 5 3 0 3514:15-14:30 26 3 3 1 3314:30-14:45 23 15 2 0 4014:45-15:00 33 9 7 0 49

Total período 109 32 15 1 15715:00-15:15 15 3 5 0 2315:15-15:30 27 3 9 0 3915:30-15:45 40 5 7 0 5215:45-16:00 24 9 5 0 38

Total período 106 20 26 0 15216:00-16:15 24 3 4 0 3116:15-16:30 34 6 4 0 4416:30-16:45 44 7 5 0 5616:45-17:00 30 8 7 0 45

Total período 132 24 20 0 17617:00-17:15 36 3 6 1 4617:15-17:30 33 9 6 0 4817:30-17:45 34 4 6 0 4417:45-18:00 35 6 5 3 49

Total período 138 22 23 4 18718:00-18:15 36 4 6 3 4918:15-18:30 48 3 5 1 5718:30-18:45 34 2 2 1 3918:45-19:00 38 2 4 0 44

Total período 156 11 17 5 18919:00-19:15 37 8 6 1 5219:15-19:30 42 7 2 2 5319:30-19:45 57 3 6 0 6619:45-20:00 26 2 0 1 29

Total período 162 20 14 4 20020:00-20:15 35 4 2 1 4220:15-20:30 22 1 0 0 2320:30-20:45 31 2 2 1 3620:45-21:00 17 3 3 0 23


Total 14 horas 3.381 291 260 23 3.955

CUADRO Nº 4.4b


Vehículos Livianos

Camiones de 2 ejes




Movimiento 5: Tránsito directo por Av. Rinconada de poniente a oriente

07:00-07:15 14 3 3 12 3207:15-07:30 26 3 2 11 4207:30-07:45 48 6 3 8 6507:45-08:00 54 2 1 9 66

Total período 142 14 9 40 20508:00-08:15 51 6 2 7 6608:15-08:30 30 3 1 8 4208:30-08:45 38 3 0 7 4808:45-09:00 45 10 3 10 68

Total período 164 22 6 32 22409:00-09:15 51 7 0 13 7109:15-09:30 26 9 6 10 5109:30-09:45 30 13 1 7 5109:45-10:00 44 6 0 13 63

Total período 151 35 7 43 23610:00-10:15 39 6 3 9 5710:15-10:30 36 5 3 13 5710:30-10:45 27 6 0 11 4410:45-11:00 31 8 4 11 54

Total período 133 25 10 44 21211:00-11:15 39 9 5 13 6611:15-11:30 35 14 7 7 6311:30-11:45 36 3 4 13 5611:45-12:00 26 4 2 12 44

Total período 136 30 18 45 22912:00-12:15 37 8 2 9 5612:15-12:30 63 3 3 8 7712:30-12:45 35 9 5 7 5612:45-13:00 43 10 0 10 63

Total período 178 30 10 34 25213:00-13:15 44 5 0 15 6413:15-13:30 52 10 5 12 7913:30-13:45 41 4 1 11 5713:45-14:00 41 1 1 8 51

Total período 178 20 7 46 25114:00-14:15 49 10 2 11 7214:15-14:30 43 3 3 8 5714:30-14:45 42 7 4 14 6714:45-15:00 27 4 3 10 44

Total período 161 24 12 43 24015:00-15:15 35 6 2 10 5315:15-15:30 37 7 2 10 5615:30-15:45 33 1 1 16 5115:45-16:00 48 8 6 9 71

Total período 153 22 11 45 23116:00-16:15 42 4 1 10 5716:15-16:30 50 8 2 13 7316:30-16:45 55 3 5 11 7416:45-17:00 45 4 4 10 63

Total período 192 19 12 44 26717:00-17:15 52 3 5 13 7317:15-17:30 55 3 4 9 7117:30-17:45 66 6 3 9 8417:45-18:00 69 3 1 6 79

Total período 242 15 13 37 30718:00-18:15 95 9 3 10 11718:15-18:30 103 4 1 10 11818:30-18:45 154 5 0 9 16818:45-19:00 119 8 1 14 142

Total período 471 26 5 43 54519:00-19:15 159 5 0 8 17219:15-19:30 168 6 6 8 18819:30-19:45 182 5 6 8 20119:45-20:00 149 7 0 8 164

Total período 658 23 12 32 72520:00-20:15 152 3 2 9 16620:15-20:30 108 3 1 9 12120:30-20:45 103 9 0 8 12020:45-21:00 92 2 0 9 103


Total 14 horas 3.414 322 135 563 4.434

CUADRO Nº 4.5


Vehículos Livianos

Camiones de 2 ejes




Movimiento 6: Viraje a la derecha desde Av. Rinconada Poniente hacia el sur

07:00-07:15 7 2 1 9 1907:15-07:30 7 1 1 9 1807:30-07:45 8 0 1 5 1407:45-08:00 9 1 0 9 19

Total período 31 4 3 32 7008:00-08:15 10 1 1 7 1908:15-08:30 8 0 0 4 1208:30-08:45 7 0 0 5 1208:45-09:00 6 0 1 4 11

Total período 31 1 2 20 5409:00-09:15 3 2 1 5 1109:15-09:30 9 1 0 7 1709:30-09:45 4 1 1 7 1309:45-10:00 6 2 2 3 13

Total período 22 6 4 22 5410:00-10:15 4 1 0 7 1210:15-10:30 7 2 1 5 1510:30-10:45 4 0 0 10 1410:45-11:00 4 0 0 9 13

Total período 19 3 1 31 5411:00-11:15 7 0 0 7 1411:15-11:30 6 1 0 7 1411:30-11:45 11 0 0 6 1711:45-12:00 3 1 1 9 14

Total período 27 2 1 29 5912:00-12:15 6 2 3 5 1612:15-12:30 7 1 0 5 1312:30-12:45 3 3 0 6 1212:45-13:00 4 3 0 3 10

Total período 20 9 3 19 5113:00-13:15 11 2 0 6 1913:15-13:30 6 1 0 7 1413:30-13:45 5 0 2 5 1213:45-14:00 3 1 1 8 13

Total período 25 4 3 26 5814:00-14:15 7 0 0 4 1114:15-14:30 8 1 1 8 1814:30-14:45 7 1 0 6 1414:45-15:00 4 1 0 8 13

Total período 26 3 1 26 5615:00-15:15 4 1 1 7 1315:15-15:30 2 1 1 6 1015:30-15:45 3 0 0 5 815:45-16:00 6 1 3 6 16

Total período 15 3 5 24 4716:00-16:15 11 0 0 5 1616:15-16:30 4 0 0 4 816:30-16:45 5 0 1 7 1316:45-17:00 2 1 2 9 14

Total período 22 1 3 25 5117:00-17:15 4 0 0 6 1017:15-17:30 5 1 1 8 1517:30-17:45 10 1 0 5 1617:45-18:00 12 0 1 7 20

Total período 31 2 2 26 6118:00-18:15 12 3 1 7 2318:15-18:30 15 4 1 5 2518:30-18:45 20 0 0 8 2818:45-19:00 18 1 0 6 25

Total período 65 8 2 26 10119:00-19:15 26 2 2 3 3319:15-19:30 17 1 2 9 2919:30-19:45 28 2 1 6 3719:45-20:00 37 1 1 8 47

Total período 108 6 6 26 14620:00-20:15 27 3 1 9 4020:15-20:30 36 1 0 10 4720:30-20:45 28 0 1 5 3420:45-21:00 24 2 0 6 32


Total 14 horas 557 58 38 362 1.015

CUADRO Nº 4.6


Vehículos Livianos

Camiones de 2 ejes




Movimiento 7: Viraje a la izquierda desde Av. Rinconada Poniente hacia el norte

07:00-07:15 14 1 7 0 2207:15-07:30 10 6 3 0 1907:30-07:45 4 6 8 2 2007:45-08:00 17 5 6 0 28

Total período 45 18 24 2 8908:00-08:15 8 5 6 0 1908:15-08:30 6 1 16 0 2308:30-08:45 6 15 15 0 3608:45-09:00 12 13 9 0 34

Total período 32 34 46 0 11209:00-09:15 5 12 16 0 3309:15-09:30 7 6 8 1 2209:30-09:45 8 9 12 0 2909:45-10:00 5 5 6 0 16

Total período 25 32 42 1 10010:00-10:15 10 5 13 0 2810:15-10:30 9 8 10 1 2810:30-10:45 15 8 14 2 3910:45-11:00 6 2 10 0 18

Total período 40 23 47 3 11311:00-11:15 2 11 8 4 2511:15-11:30 8 13 5 0 2611:30-11:45 8 12 11 0 3111:45-12:00 7 9 12 2 30

Total período 25 45 36 6 11212:00-12:15 8 9 15 0 3212:15-12:30 6 8 8 0 2212:30-12:45 7 10 13 0 3012:45-13:00 6 9 15 1 31

Total período 27 36 51 1 11513:00-13:15 8 12 14 0 3413:15-13:30 11 13 10 2 3613:30-13:45 5 7 13 1 2613:45-14:00 5 7 11 0 23

Total período 29 39 48 3 11914:00-14:15 11 8 13 0 3214:15-14:30 4 9 6 0 1914:30-14:45 8 14 11 0 3314:45-15:00 8 6 19 1 34

Total período 31 37 49 1 11815:00-15:15 7 5 8 2 2215:15-15:30 5 7 19 1 3215:30-15:45 10 8 10 0 2815:45-16:00 8 8 9 0 25

Total período 30 28 46 3 10716:00-16:15 5 3 5 0 1316:15-16:30 9 9 13 1 3216:30-16:45 13 10 11 2 3616:45-17:00 7 8 15 1 31

Total período 34 30 44 4 11217:00-17:15 8 4 9 2 2317:15-17:30 13 10 14 1 3817:30-17:45 12 7 14 0 3317:45-18:00 8 9 13 2 32

Total período 41 30 50 5 12618:00-18:15 13 7 11 1 3218:15-18:30 13 8 10 1 3218:30-18:45 10 4 4 1 1918:45-19:00 2 3 11 1 17

Total período 38 22 36 4 10019:00-19:15 7 5 7 0 1919:15-19:30 8 6 3 0 1719:30-19:45 8 5 10 3 2619:45-20:00 5 5 2 1 13

Total período 28 21 22 4 7520:00-20:15 4 6 9 0 1920:15-20:30 5 2 2 0 920:30-20:45 3 1 5 0 920:45-21:00 5 3 4 0 12


Total 14 horas 442 407 561 37 1.447

CUADRO Nº 4.7


Vehículos Livianos

Camiones de 2 ejes



Censo de Tránsito realizado por el Consultor el 15 de Septiembre de 2005 (proyección año 2007)Lugar : Zona Urbana de MaipúPunto de Control Nº : 4Intersección : Avenida Rinconada / Calle AntofagastaTasa crec. anual 7,5% 6,5% 5,5% 7,5%


07:00-07:15 66 0 0 5 7007:15-07:30 65 0 1 8 7407:30-07:45 51 1 1 13 6607:45-08:00 59 1 1 9 70

Total período 240 2 3 35 28108:00-08:15 46 2 0 7 5508:15-08:30 35 2 1 9 4708:30-08:45 30 0 3 17 5108:45-09:00 34 0 0 20 53

Total período 144 5 4 53 20709:00-09:15 13 2 1 14 3009:15-09:30 18 0 2 15 3609:30-09:45 16 1 0 20 3709:45-10:00 10 1 0 8 20

Total período 58 5 3 57 12210:00-10:15 10 3 1 21 3610:15-10:30 9 2 0 12 2310:30-10:45 14 2 0 21 3710:45-11:00 10 2 0 12 24

Total período 44 10 1 65 12011:00-11:15 7 0 1 8 1611:15-11:30 10 1 0 13 2411:30-11:45 14 1 0 16 3111:45-12:00 9 1 0 14 24

Total período 40 3 1 51 9612:00-12:15 15 1 0 16 3212:15-12:30 10 3 0 14 2812:30-12:45 6 2 0 15 2312:45-13:00 5 5 1 20 30

Total período 36 11 1 65 11313:00-13:15 8 3 0 15 2713:15-13:30 7 2 1 15 2513:30-13:45 9 1 1 10 2213:45-14:00 9 1 0 15 25

Total período 34 8 2 55 9914:00-14:15 13 3 0 14 3014:15-14:30 8 1 1 17 2814:30-14:45 7 3 2 17 3014:45-15:00 8 0 0 14 22

Total período 36 8 3 62 11015:00-15:15 7 0 0 6 1315:15-15:30 15 2 0 17 3515:30-15:45 12 0 1 15 2815:45-16:00 7 1 1 14 23

Total período 40 3 2 52 9816:00-16:15 18 2 1 15 3716:15-16:30 12 1 0 9 2216:30-16:45 8 1 0 15 2416:45-17:00 18 0 1 14 33

Total período 57 5 2 53 11717:00-17:15 3 1 0 14 1817:15-17:30 10 1 0 9 2117:30-17:45 15 6 1 18 4017:45-18:00 17 0 1 17 36

Total período 46 8 2 59 11518:00-18:15 10 1 1 12 2418:15-18:30 18 0 0 15 3418:30-18:45 14 2 0 14 3018:45-19:00 9 0 1 13 23

Total período 52 3 2 53 11119:00-19:15 17 1 0 15 3319:15-19:30 17 0 0 17 3519:30-19:45 15 2 0 21 3819:45-20:00 7 0 0 16 23

Total período 57 3 0 69 12920:00-20:15 7 0 1 15 2320:15-20:30 5 1 0 14 2020:30-20:45 13 0 0 20 3220:45-21:00 5 3 0 17 25


Total 14 horas 913 79 30 795 1.817

CUADRO Nº 4.8


Vehículos Livianos

Camiones de 2 ejes





07:00-07:15 6 0 0 0 607:15-07:30 3 0 0 5 807:30-07:45 13 0 0 1 1407:45-08:00 20 0 0 0 20

Total período 42 0 0 6 4708:00-08:15 14 0 1 1 1608:15-08:30 7 0 0 1 808:30-08:45 16 0 1 0 1708:45-09:00 12 0 0 3 15

Total período 49 0 2 6 5709:00-09:15 9 0 0 1 1009:15-09:30 7 2 0 1 1009:30-09:45 8 1 0 0 909:45-10:00 13 0 0 1 14

Total período 37 3 0 3 4410:00-10:15 12 0 0 0 1210:15-10:30 10 0 0 1 1210:30-10:45 5 1 0 3 910:45-11:00 5 1 0 0 6

Total período 31 2 0 5 3811:00-11:15 8 0 0 2 1011:15-11:30 8 1 0 0 911:30-11:45 8 1 0 2 1211:45-12:00 2 1 0 2 6

Total período 27 3 0 7 3712:00-12:15 10 0 0 3 1412:15-12:30 10 0 0 1 1212:30-12:45 7 0 0 0 712:45-13:00 9 1 0 2 13

Total período 37 1 0 7 4513:00-13:15 12 1 0 1 1413:15-13:30 10 2 0 1 1413:30-13:45 13 1 0 1 1513:45-14:00 17 0 0 2 20

Total período 52 5 0 6 6214:00-14:15 13 1 0 1 1514:15-14:30 6 0 0 3 914:30-14:45 10 0 0 1 1214:45-15:00 7 0 0 0 7

Total período 36 1 0 6 4315:00-15:15 3 0 0 3 715:15-15:30 17 0 1 2 2115:30-15:45 5 1 0 0 615:45-16:00 8 0 0 0 8

Total período 34 1 1 6 4216:00-16:15 14 0 0 1 1516:15-16:30 6 0 0 0 616:30-16:45 16 1 0 0 1716:45-17:00 10 1 0 1 13

Total período 46 2 0 2 5117:00-17:15 10 1 1 1 1417:15-17:30 13 1 0 3 1717:30-17:45 6 1 0 0 717:45-18:00 16 1 0 3 21

Total período 45 5 1 8 5918:00-18:15 16 2 0 1 2018:15-18:30 13 0 0 3 1618:30-18:45 14 0 0 1 1518:45-19:00 13 0 0 2 15

Total período 55 2 0 8 6619:00-19:15 14 0 0 1 1519:15-19:30 13 1 0 1 1519:30-19:45 15 1 0 2 1819:45-20:00 14 1 0 3 18

Total período 55 3 0 8 6720:00-20:15 10 1 0 1 1320:15-20:30 13 0 0 2 1520:30-20:45 9 1 0 3 1420:45-21:00 14 2 0 2 18


Total 14 horas 592 34 4 87 717

CUADRO Nº 4.9


Vehículos Livianos

Camiones de 2 ejes





07:00-07:15 9 1 0 5 1507:15-07:30 3 0 0 1 507:30-07:45 6 0 0 1 707:45-08:00 13 0 0 1 14

Total período 31 1 0 8 4008:00-08:15 29 1 0 1 3108:15-08:30 9 0 0 1 1008:30-08:45 12 1 0 1 1408:45-09:00 12 1 0 1 14

Total período 61 3 0 5 6909:00-09:15 10 0 0 1 1209:15-09:30 2 0 0 1 309:30-09:45 15 1 0 3 2009:45-10:00 7 1 1 1 10

Total período 35 2 1 7 4510:00-10:15 12 1 1 2 1610:15-10:30 2 1 0 1 510:30-10:45 8 2 0 2 1310:45-11:00 8 3 0 2 14

Total período 30 8 1 8 4711:00-11:15 7 2 0 1 1011:15-11:30 5 2 0 2 911:30-11:45 6 0 0 3 911:45-12:00 3 0 0 3 7

Total período 21 5 0 10 3612:00-12:15 5 0 0 2 712:15-12:30 13 3 0 1 1712:30-12:45 10 0 0 1 1212:45-13:00 10 0 0 1 12

Total período 38 3 0 6 4713:00-13:15 7 1 0 1 913:15-13:30 7 0 0 3 1013:30-13:45 9 1 0 1 1213:45-14:00 15 1 0 1 17

Total período 38 3 0 7 4814:00-14:15 13 0 0 2 1514:15-14:30 18 1 0 1 2114:30-14:45 9 1 0 2 1314:45-15:00 5 1 0 1 7

Total período 45 3 0 7 5515:00-15:15 15 0 0 1 1615:15-15:30 16 0 0 2 1815:30-15:45 12 0 0 1 1315:45-16:00 16 0 0 2 18

Total período 59 0 0 7 6616:00-16:15 14 1 0 2 1716:15-16:30 12 0 0 2 1416:30-16:45 10 2 0 2 1516:45-17:00 13 0 0 1 14

Total período 49 3 0 8 6017:00-17:15 7 0 0 2 917:15-17:30 15 0 1 1 1717:30-17:45 14 1 0 2 1717:45-18:00 6 0 0 1 7

Total período 42 1 1 7 5118:00-18:15 17 1 0 3 2218:15-18:30 22 2 0 1 2518:30-18:45 15 0 1 1 1718:45-19:00 13 0 0 3 16

Total período 67 3 1 9 8119:00-19:15 18 2 0 1 2219:15-19:30 22 1 0 1 2419:30-19:45 20 2 0 2 2419:45-20:00 23 2 0 1 27

Total período 83 8 0 6 9720:00-20:15 14 0 0 1 1520:15-20:30 17 1 0 0 1820:30-20:45 18 0 0 2 2120:45-21:00 13 1 0 2 16


Total 14 horas 661 48 4 101 814

CUADRO Nº 4.10


Vehículos Livianos

Camiones de 2 ejes





07:00-07:15 27 7 0 6 3907:15-07:30 25 7 2 6 4007:30-07:45 46 2 0 7 5507:45-08:00 58 6 2 7 73

Total período 156 22 4 25 20708:00-08:15 47 7 2 6 6208:15-08:30 45 6 2 7 6008:30-08:45 38 9 3 8 5908:45-09:00 28 7 2 6 43

Total período 158 28 10 27 22309:00-09:15 23 5 1 8 3709:15-09:30 30 10 1 9 5109:30-09:45 21 8 1 12 4109:45-10:00 22 6 2 3 33

Total período 96 28 6 32 16210:00-10:15 36 8 2 16 6210:15-10:30 28 12 6 6 5210:30-10:45 17 5 2 16 4010:45-11:00 32 8 2 7 49

Total período 113 33 12 45 20311:00-11:15 23 8 1 7 3911:15-11:30 24 7 2 14 4711:30-11:45 20 8 2 7 3711:45-12:00 17 12 2 12 44

Total período 84 35 8 39 16712:00-12:15 30 5 3 7 4512:15-12:30 22 8 2 6 3812:30-12:45 28 5 4 13 4912:45-13:00 37 8 0 5 50

Total período 117 25 10 30 18213:00-13:15 27 5 4 3 3913:15-13:30 30 6 2 7 4513:30-13:45 36 10 3 2 5213:45-14:00 27 5 1 6 38

Total período 119 25 11 18 17414:00-14:15 31 7 2 2 4314:15-14:30 23 6 4 6 3914:30-14:45 27 10 2 9 4814:45-15:00 34 9 4 8 55

Total período 114 32 13 25 18515:00-15:15 25 7 3 5 4015:15-15:30 27 14 4 7 5215:30-15:45 30 11 0 7 4815:45-16:00 31 8 3 8 51

Total período 113 40 11 27 19116:00-16:15 30 8 10 7 5516:15-16:30 32 2 4 8 4716:30-16:45 35 7 2 6 4916:45-17:00 21 7 6 3 37

Total período 118 24 22 24 18817:00-17:15 18 8 1 6 3317:15-17:30 18 6 0 3 2817:30-17:45 29 6 1 9 4517:45-18:00 31 7 1 5 44

Total período 97 26 3 23 15018:00-18:15 23 5 1 6 3518:15-18:30 32 9 2 7 5118:30-18:45 29 2 1 5 3718:45-19:00 13 1 0 2 16

Total período 97 17 4 20 13819:00-19:15 37 5 1 3 4619:15-19:30 28 1 4 7 4019:30-19:45 28 1 0 8 3719:45-20:00 30 0 0 6 36

Total período 122 7 6 24 15920:00-20:15 37 6 2 9 5420:15-20:30 18 3 0 5 2720:30-20:45 32 3 0 5 4020:45-21:00 14 1 0 6 21


Total 14 horas 1.607 355 124 385 2.471

CUADRO Nº 4.11a


Vehículos Livianos

Camiones de 2 ejes





07:00-07:15 317 5 4 0 32607:15-07:30 337 6 3 1 34807:30-07:45 424 10 2 0 43707:45-08:00 355 5 4 0 364

Total período 1.433 25 14 1 1.47408:00-08:15 205 3 2 0 21008:15-08:30 179 1 6 0 18608:30-08:45 118 7 2 0 12708:45-09:00 138 3 6 0 146

Total período 639 15 16 0 66909:00-09:15 86 8 6 0 9909:15-09:30 67 6 0 0 7309:30-09:45 73 9 7 0 8909:45-10:00 40 8 2 0 51

Total período 266 31 14 0 31110:00-10:15 57 5 8 0 6910:15-10:30 42 7 7 1 5610:30-10:45 46 5 3 3 5810:45-11:00 36 3 6 0 45

Total período 180 19 23 5 22811:00-11:15 42 3 4 0 4911:15-11:30 36 6 4 0 4611:30-11:45 20 9 7 0 3511:45-12:00 30 6 6 0 41

Total período 127 24 21 0 17212:00-12:15 30 10 8 0 4812:15-12:30 32 3 4 0 4012:30-12:45 17 7 12 1 3812:45-13:00 20 2 8 0 30

Total período 99 23 32 1 15613:00-13:15 29 9 9 0 4713:15-13:30 32 14 6 1 5313:30-13:45 30 9 10 0 4913:45-14:00 22 5 8 0 34

Total período 113 36 32 1 18314:00-14:15 31 6 3 0 4014:15-14:30 30 3 3 1 3814:30-14:45 27 17 2 0 4614:45-15:00 38 10 8 0 56

Total período 126 36 17 1 18015:00-15:15 17 3 6 0 2615:15-15:30 31 3 10 0 4515:30-15:45 46 6 8 0 6015:45-16:00 28 10 6 0 44

Total período 122 23 29 0 17416:00-16:15 28 3 4 0 3616:15-16:30 39 7 4 0 5116:30-16:45 51 8 6 0 6416:45-17:00 35 9 8 0 52

Total período 153 27 22 0 20217:00-17:15 42 3 7 1 5317:15-17:30 38 10 7 0 5517:30-17:45 39 5 7 0 5117:45-18:00 40 7 6 3 56

Total período 159 25 26 5 21518:00-18:15 42 5 7 3 5618:15-18:30 55 3 6 1 6618:30-18:45 39 2 2 1 4518:45-19:00 44 2 4 0 51

Total período 180 12 19 6 21719:00-19:15 43 9 7 1 6019:15-19:30 49 8 2 2 6119:30-19:45 66 3 7 0 7619:45-20:00 30 2 0 1 33

Total período 187 23 16 5 23020:00-20:15 40 5 2 1 4820:15-20:30 25 1 0 0 2720:30-20:45 36 2 2 1 4120:45-21:00 20 3 3 0 26


Total 14 horas 3.907 330 289 27 4.553

CUADRO Nº 4.11b


Vehículos Livianos

Camiones de 2 ejes





07:00-07:15 16 3 3 14 3707:15-07:30 30 3 2 13 4807:30-07:45 55 7 3 9 7507:45-08:00 62 2 1 10 76

Total período 164 16 10 46 23608:00-08:15 59 7 2 8 7608:15-08:30 35 3 1 9 4808:30-08:45 44 3 0 8 5508:45-09:00 52 11 3 12 78

Total período 190 25 7 37 25809:00-09:15 59 8 0 15 8209:15-09:30 30 10 7 12 5809:30-09:45 35 15 1 8 5909:45-10:00 51 7 0 15 73

Total período 174 40 8 50 27210:00-10:15 45 7 3 10 6610:15-10:30 42 6 3 15 6610:30-10:45 31 7 0 13 5110:45-11:00 36 9 4 13 62

Total período 154 28 11 51 24411:00-11:15 45 10 6 15 7611:15-11:30 40 16 8 8 7211:30-11:45 42 3 4 15 6411:45-12:00 30 5 2 14 51

Total período 157 34 20 52 26312:00-12:15 43 9 2 10 6412:15-12:30 73 3 3 9 8912:30-12:45 40 10 6 8 6412:45-13:00 50 11 0 12 73

Total período 206 34 11 39 29013:00-13:15 51 6 0 17 7413:15-13:30 60 11 6 14 9113:30-13:45 47 5 1 13 6613:45-14:00 47 1 1 9 59

Total período 206 23 8 53 28914:00-14:15 57 11 2 13 8314:15-14:30 50 3 3 9 6614:30-14:45 49 8 4 16 7714:45-15:00 31 5 3 12 51

Total período 186 27 13 50 27615:00-15:15 40 7 2 12 6115:15-15:30 43 8 2 12 6415:30-15:45 38 1 1 18 5915:45-16:00 55 9 7 10 82

Total período 177 25 12 52 26616:00-16:15 49 5 1 12 6616:15-16:30 58 9 2 15 8416:30-16:45 64 3 6 13 8516:45-17:00 52 5 4 12 73

Total período 222 22 13 51 30817:00-17:15 60 3 6 15 8417:15-17:30 64 3 4 10 8217:30-17:45 76 7 3 10 9717:45-18:00 80 3 1 7 91

Total período 280 17 14 43 35418:00-18:15 110 10 3 12 13518:15-18:30 119 5 1 12 13618:30-18:45 178 6 0 10 19418:45-19:00 138 9 1 16 164

Total período 544 29 6 50 62919:00-19:15 184 6 0 9 19919:15-19:30 194 7 7 9 21719:30-19:45 210 6 7 9 23219:45-20:00 172 8 0 9 189

Total período 760 26 13 37 83720:00-20:15 176 3 2 10 19220:15-20:30 125 3 1 10 14020:30-20:45 119 10 0 9 13820:45-21:00 106 2 0 10 119


Total 14 horas 3.945 365 150 651 5.111

CUADRO Nº 4.12


Vehículos Livianos

Camiones de 2 ejes





07:00-07:15 8 2 1 10 2207:15-07:30 8 1 1 10 2107:30-07:45 9 0 1 6 1607:45-08:00 10 1 0 10 22

Total período 36 5 3 37 8108:00-08:15 12 1 1 8 2208:15-08:30 9 0 0 5 1408:30-08:45 8 0 0 6 1408:45-09:00 7 0 1 5 13

Total período 36 1 2 23 6209:00-09:15 3 2 1 6 1309:15-09:30 10 1 0 8 2009:30-09:45 5 1 1 8 1509:45-10:00 7 2 2 3 15

Total período 25 7 4 25 6210:00-10:15 5 1 0 8 1410:15-10:30 8 2 1 6 1710:30-10:45 5 0 0 12 1610:45-11:00 5 0 0 10 15

Total período 22 3 1 36 6211:00-11:15 8 0 0 8 1611:15-11:30 7 1 0 8 1611:30-11:45 13 0 0 7 2011:45-12:00 3 1 1 10 16

Total período 31 2 1 34 6812:00-12:15 7 2 3 6 1812:15-12:30 8 1 0 6 1512:30-12:45 3 3 0 7 1412:45-13:00 5 3 0 3 11

Total período 23 10 3 22 5913:00-13:15 13 2 0 7 2213:15-13:30 7 1 0 8 1613:30-13:45 6 0 2 6 1413:45-14:00 3 1 1 9 15

Total período 29 5 3 30 6714:00-14:15 8 0 0 5 1314:15-14:30 9 1 1 9 2114:30-14:45 8 1 0 7 1614:45-15:00 5 1 0 9 15

Total período 30 3 1 30 6515:00-15:15 5 1 1 8 1515:15-15:30 2 1 1 7 1115:30-15:45 3 0 0 6 915:45-16:00 7 1 3 7 18

Total período 17 3 6 28 5416:00-16:15 13 0 0 6 1816:15-16:30 5 0 0 5 916:30-16:45 6 0 1 8 1516:45-17:00 2 1 2 10 16

Total período 25 1 3 29 5917:00-17:15 5 0 0 7 1217:15-17:30 6 1 1 9 1717:30-17:45 12 1 0 6 1817:45-18:00 14 0 1 8 23

Total período 36 2 2 30 7018:00-18:15 14 3 1 8 2618:15-18:30 17 5 1 6 2918:30-18:45 23 0 0 9 3218:45-19:00 21 1 0 7 29

Total período 75 9 2 30 11619:00-19:15 30 2 2 3 3819:15-19:30 20 1 2 10 3319:30-19:45 32 2 1 7 4319:45-20:00 43 1 1 9 54

Total período 125 7 7 30 16820:00-20:15 31 3 1 10 4620:15-20:30 42 1 0 12 5420:30-20:45 32 0 1 6 3920:45-21:00 28 2 0 7 37


Total 14 horas 644 66 42 418 1.170

CUADRO Nº 4.13


Vehículos Livianos

Camiones de 2 ejes





07:00-07:15 16 1 8 0 2507:15-07:30 12 7 3 0 2207:30-07:45 5 7 9 2 2307:45-08:00 20 6 7 0 32

Total período 52 20 27 2 10108:00-08:15 9 6 7 0 2208:15-08:30 7 1 18 0 2608:30-08:45 7 17 17 0 4108:45-09:00 14 15 10 0 39

Total período 37 39 51 0 12709:00-09:15 6 14 18 0 3709:15-09:30 8 7 9 1 2509:30-09:45 9 10 13 0 3309:45-10:00 6 6 7 0 18

Total período 29 36 47 1 11310:00-10:15 12 6 14 0 3210:15-10:30 10 9 11 1 3210:30-10:45 17 9 16 2 4410:45-11:00 7 2 11 0 20

Total período 46 26 52 3 12811:00-11:15 2 12 9 5 2811:15-11:30 9 15 6 0 3011:30-11:45 9 14 12 0 3511:45-12:00 8 10 13 2 34

Total período 29 51 40 7 12712:00-12:15 9 10 17 0 3612:15-12:30 7 9 9 0 2512:30-12:45 8 11 14 0 3412:45-13:00 7 10 17 1 35

Total período 31 41 57 1 13013:00-13:15 9 14 16 0 3813:15-13:30 13 15 11 2 4113:30-13:45 6 8 14 1 2913:45-14:00 6 8 12 0 26

Total período 34 44 53 3 13514:00-14:15 13 9 14 0 3614:15-14:30 5 10 7 0 2214:30-14:45 9 16 12 0 3714:45-15:00 9 7 21 1 38

Total período 36 42 55 1 13315:00-15:15 8 6 9 2 2515:15-15:30 6 8 21 1 3615:30-15:45 12 9 11 0 3215:45-16:00 9 9 10 0 28

Total período 35 32 51 3 12116:00-16:15 6 3 6 0 1516:15-16:30 10 10 14 1 3616:30-16:45 15 11 12 2 4116:45-17:00 8 9 17 1 35

Total período 39 34 49 5 12717:00-17:15 9 5 10 2 2617:15-17:30 15 11 16 1 4317:30-17:45 14 8 16 0 3717:45-18:00 9 10 14 2 36

Total período 47 34 56 6 14318:00-18:15 15 8 12 1 3618:15-18:30 15 9 11 1 3618:30-18:45 12 5 4 1 2218:45-19:00 2 3 12 1 19

Total período 44 25 40 5 11419:00-19:15 8 6 8 0 2219:15-19:30 9 7 3 0 1919:30-19:45 9 6 11 3 3019:45-20:00 6 6 2 1 15

Total período 32 24 24 5 8520:00-20:15 5 7 10 0 2120:15-20:30 6 2 2 0 1020:30-20:45 3 1 6 0 1020:45-21:00 6 3 4 0 14


Total 14 horas 511 462 624 43 1.640

CUADRO Nº 4.14


Vehículos Livianos

Camiones de 2 ejes





07:00-07:15 95 0 0 7 10107:15-07:30 93 0 1 12 10607:30-07:45 73 2 1 18 9407:45-08:00 85 2 1 13 101

Total período 345 3 4 50 40208:00-08:15 66 3 0 10 7908:15-08:30 50 3 1 13 6808:30-08:45 43 0 4 25 7208:45-09:00 48 0 0 28 76

Total período 207 6 6 76 29609:00-09:15 18 3 1 20 4309:15-09:30 27 0 3 22 5109:30-09:45 23 2 0 28 5309:45-10:00 15 2 0 12 28

Total período 83 6 4 81 17510:00-10:15 15 5 1 30 5110:15-10:30 13 3 0 17 3310:30-10:45 20 3 0 30 5310:45-11:00 15 3 0 17 35

Total período 63 14 1 93 17111:00-11:15 10 0 1 12 2311:15-11:30 15 2 0 18 3511:30-11:45 20 2 0 23 4511:45-12:00 13 2 0 20 35

Total período 58 5 1 73 13712:00-12:15 22 2 0 23 4612:15-12:30 15 5 0 20 4012:30-12:45 8 3 0 22 3312:45-13:00 7 6 1 28 43

Total período 51 16 1 93 16113:00-13:15 12 5 0 22 3813:15-13:30 10 3 1 22 3613:30-13:45 13 2 1 15 3113:45-14:00 13 2 0 22 36

Total período 48 11 3 80 14214:00-14:15 18 5 0 20 4314:15-14:30 12 2 1 25 4014:30-14:45 10 5 3 25 4214:45-15:00 12 0 0 20 32

Total período 51 11 4 90 15615:00-15:15 10 0 0 8 1815:15-15:30 22 3 0 25 5015:30-15:45 17 0 1 22 4015:45-16:00 10 2 1 20 33

Total período 58 5 3 75 14016:00-16:15 27 3 1 22 5316:15-16:30 17 2 0 13 3116:30-16:45 12 2 0 22 3516:45-17:00 27 0 1 20 48

Total período 81 6 3 76 16717:00-17:15 5 2 0 20 2617:15-17:30 15 2 0 13 3017:30-17:45 22 8 1 27 5717:45-18:00 25 0 1 25 51

Total período 66 11 3 85 16518:00-18:15 15 2 1 17 3518:15-18:30 27 0 0 22 4818:30-18:45 20 3 0 20 4318:45-19:00 13 0 1 18 33

Total período 75 5 3 76 15919:00-19:15 25 2 0 22 4819:15-19:30 25 0 0 25 5019:30-19:45 22 3 0 30 5519:45-20:00 10 0 0 23 33

Total período 81 5 0 100 18520:00-20:15 10 0 1 22 3320:15-20:30 7 2 0 20 2820:30-20:45 18 0 0 28 4620:45-21:00 7 5 0 25 36


Total 14 horas 1.311 109 39 1.141 2.600

CUADRO Nº 4.15


Vehículos Livianos

Camiones de 2 ejes





07:00-07:15 8 0 0 0 807:15-07:30 5 0 0 7 1207:30-07:45 18 0 0 2 2007:45-08:00 28 0 0 0 28

Total período 60 0 0 8 6808:00-08:15 20 0 1 2 2308:15-08:30 10 0 0 2 1208:30-08:45 23 0 1 0 2508:45-09:00 17 0 0 5 22

Total período 70 0 3 8 8109:00-09:15 13 0 0 2 1509:15-09:30 10 3 0 2 1509:30-09:45 12 2 0 0 1309:45-10:00 18 0 0 2 20

Total período 53 5 0 5 6310:00-10:15 17 0 0 0 1710:15-10:30 15 0 0 2 1710:30-10:45 7 2 0 5 1310:45-11:00 7 2 0 0 8

Total período 45 3 0 7 5511:00-11:15 12 0 0 3 1511:15-11:30 12 2 0 0 1311:30-11:45 12 2 0 3 1611:45-12:00 3 2 0 3 8

Total período 38 5 0 10 5312:00-12:15 15 0 0 5 2012:15-12:30 15 0 0 2 1712:30-12:45 10 0 0 0 1012:45-13:00 13 2 0 3 18

Total período 53 2 0 10 6513:00-13:15 17 2 0 2 2013:15-13:30 15 3 0 2 2013:30-13:45 18 2 0 2 2113:45-14:00 25 0 0 3 28

Total período 75 6 0 8 8914:00-14:15 18 2 0 2 2114:15-14:30 8 0 0 5 1314:30-14:45 15 0 0 2 1714:45-15:00 10 0 0 0 10

Total período 51 2 0 8 6115:00-15:15 5 0 0 5 1015:15-15:30 25 0 1 3 3015:30-15:45 7 2 0 0 815:45-16:00 12 0 0 0 12

Total período 48 2 1 8 5916:00-16:15 20 0 0 2 2216:15-16:30 8 0 0 0 816:30-16:45 23 2 0 0 2516:45-17:00 15 2 0 2 18

Total período 66 3 0 3 7317:00-17:15 15 2 1 2 2017:15-17:30 18 2 0 5 2517:30-17:45 8 2 0 0 1017:45-18:00 23 2 0 5 30

Total período 65 6 1 12 8418:00-18:15 23 3 0 2 2818:15-18:30 18 0 0 5 2318:30-18:45 20 0 0 2 2218:45-19:00 18 0 0 3 22

Total período 80 3 0 12 9419:00-19:15 20 0 0 2 2219:15-19:30 18 2 0 2 2119:30-19:45 22 2 0 3 2619:45-20:00 20 2 0 5 26

Total período 80 5 0 12 9620:00-20:15 15 2 0 2 1820:15-20:30 18 0 0 3 2220:30-20:45 13 2 0 5 2020:45-21:00 20 3 0 3 26


Total 14 horas 849 47 6 124 1.026

CUADRO Nº 4.16


Vehículos Livianos

Camiones de 2 ejes





07:00-07:15 13 2 0 7 2107:15-07:30 5 0 0 2 707:30-07:45 8 0 0 2 1007:45-08:00 18 0 0 2 20

Total período 45 2 0 12 5808:00-08:15 41 2 0 2 4508:15-08:30 13 0 0 2 1508:30-08:45 17 2 0 2 2008:45-09:00 17 2 0 2 20

Total período 88 5 0 7 9909:00-09:15 15 0 0 2 1709:15-09:30 3 0 0 2 509:30-09:45 22 2 0 5 2809:45-10:00 10 2 1 2 15

Total período 50 3 1 10 6410:00-10:15 17 2 1 3 2310:15-10:30 3 2 0 2 710:30-10:45 12 3 0 3 1810:45-11:00 12 5 0 3 20

Total período 43 11 1 12 6711:00-11:15 10 3 0 2 1511:15-11:30 7 3 0 3 1311:30-11:45 8 0 0 5 1311:45-12:00 5 0 0 5 10

Total período 30 6 0 15 5112:00-12:15 7 0 0 3 1012:15-12:30 18 5 0 2 2512:30-12:45 15 0 0 2 1712:45-13:00 15 0 0 2 17

Total período 55 5 0 8 6813:00-13:15 10 2 0 2 1313:15-13:30 10 0 0 5 1513:30-13:45 13 2 0 2 1613:45-14:00 22 2 0 2 25

Total período 55 5 0 10 6914:00-14:15 18 0 0 3 2214:15-14:30 27 2 0 2 3014:30-14:45 13 2 0 3 1814:45-15:00 7 2 0 2 10

Total período 65 5 0 10 7915:00-15:15 22 0 0 2 2315:15-15:30 23 0 0 3 2715:30-15:45 17 0 0 2 1815:45-16:00 23 0 0 3 27

Total período 85 0 0 10 9516:00-16:15 20 2 0 3 2516:15-16:30 17 0 0 3 2016:30-16:45 15 3 0 3 2116:45-17:00 18 0 0 2 20

Total período 70 5 0 12 8617:00-17:15 10 0 0 3 1317:15-17:30 22 0 1 2 2517:30-17:45 20 2 0 3 2517:45-18:00 8 0 0 2 10

Total período 60 2 1 10 7318:00-18:15 25 2 0 5 3118:15-18:30 32 3 0 2 3618:30-18:45 22 0 1 2 2518:45-19:00 18 0 0 5 23

Total período 96 5 1 13 11619:00-19:15 27 3 0 2 3119:15-19:30 32 2 0 2 3519:30-19:45 28 3 0 3 3519:45-20:00 33 3 0 2 38

Total período 119 11 0 8 13920:00-20:15 20 0 0 2 2220:15-20:30 25 2 0 0 2620:30-20:45 27 0 0 3 3020:45-21:00 18 2 0 3 23


Total 14 horas 949 65 6 144 1.164

CUADRO Nº 4.17


Vehículos Livianos

Camiones de 2 ejes





07:00-07:15 38 9 0 8 5607:15-07:30 36 9 3 8 5707:30-07:45 66 3 0 10 7907:45-08:00 83 8 3 10 104

Total período 224 30 6 36 29608:00-08:15 68 9 3 8 8908:15-08:30 65 8 3 10 8508:30-08:45 55 12 4 12 8308:45-09:00 40 9 3 8 60

Total período 227 39 13 38 31709:00-09:15 33 6 1 12 5209:15-09:30 43 14 1 13 7209:30-09:45 30 11 1 17 5909:45-10:00 32 8 3 5 47

Total período 138 39 7 46 23010:00-10:15 51 11 3 23 8810:15-10:30 40 17 7 8 7210:30-10:45 25 6 3 23 5710:45-11:00 46 11 3 10 70

Total período 163 45 16 65 28811:00-11:15 33 11 1 10 5511:15-11:30 35 9 3 20 6711:30-11:45 28 11 3 10 5211:45-12:00 25 17 3 17 61

Total período 121 48 10 56 23612:00-12:15 43 6 4 10 6412:15-12:30 32 11 3 8 5412:30-12:45 40 6 6 18 7012:45-13:00 53 11 0 7 71

Total período 168 34 13 43 25813:00-13:15 38 6 6 5 5513:15-13:30 43 8 3 10 6413:30-13:45 51 14 4 3 7313:45-14:00 38 6 1 8 54

Total período 171 34 15 27 24614:00-14:15 45 9 3 3 6014:15-14:30 33 8 6 8 5514:30-14:45 38 14 3 13 6814:45-15:00 48 12 6 12 78

Total período 164 44 17 36 26215:00-15:15 36 9 4 7 5715:15-15:30 38 19 6 10 7315:30-15:45 43 16 0 10 6915:45-16:00 45 11 4 12 72

Total período 163 54 15 38 27016:00-16:15 43 11 13 10 7716:15-16:30 46 3 6 12 6716:30-16:45 50 9 3 8 7016:45-17:00 30 9 7 5 51

Total período 169 33 29 35 26617:00-17:15 27 11 1 8 4717:15-17:30 27 8 0 5 3917:30-17:45 41 8 1 13 6417:45-18:00 45 9 1 7 62

Total período 139 36 4 33 21318:00-18:15 33 6 1 8 4918:15-18:30 46 12 3 10 7218:30-18:45 41 3 1 7 5318:45-19:00 18 2 0 3 23

Total período 139 23 6 28 19719:00-19:15 53 6 1 5 6619:15-19:30 40 2 6 10 5719:30-19:45 40 2 0 12 5319:45-20:00 43 0 0 8 51

Total período 176 9 7 35 22720:00-20:15 53 8 3 13 7720:15-20:30 27 5 0 7 3820:30-20:45 46 5 0 7 5820:45-21:00 20 2 0 8 30


Total 14 horas 2.308 486 161 552 3.508

CUADRO Nº 4.18a


Vehículos Livianos

Camiones de 2 ejes





07:00-07:15 455 6 6 0 46707:15-07:30 484 8 4 2 49807:30-07:45 609 14 3 0 62607:45-08:00 509 6 6 0 521

Total período 2.057 34 19 2 2.11208:00-08:15 294 5 3 0 30108:15-08:30 257 2 7 0 26608:30-08:45 169 9 3 0 18108:45-09:00 197 5 7 0 209

Total período 917 20 20 0 95809:00-09:15 123 11 7 0 14109:15-09:30 96 8 0 0 10409:30-09:45 105 12 9 0 12609:45-10:00 58 11 3 0 72

Total período 382 42 19 0 44210:00-10:15 81 6 10 0 9810:15-10:30 60 9 9 2 7910:30-10:45 66 6 4 5 8210:45-11:00 51 5 7 0 63

Total período 259 26 31 7 32211:00-11:15 60 5 6 0 7011:15-11:30 51 8 6 0 6511:30-11:45 28 12 9 0 4911:45-12:00 43 8 7 0 58

Total período 182 33 28 0 24312:00-12:15 43 14 10 0 6712:15-12:30 46 5 6 0 5712:30-12:45 25 9 16 2 5212:45-13:00 28 3 10 0 41

Total período 143 31 42 2 21813:00-13:15 41 12 12 0 6613:15-13:30 46 19 7 2 7413:30-13:45 43 12 13 0 6913:45-14:00 32 6 10 0 48

Total período 163 50 42 2 25614:00-14:15 45 8 4 0 5714:15-14:30 43 5 4 2 5414:30-14:45 38 23 3 0 6414:45-15:00 55 14 10 0 79

Total período 181 50 22 2 25415:00-15:15 25 5 7 0 3715:15-15:30 45 5 13 0 6315:30-15:45 66 8 10 0 8415:45-16:00 40 14 7 0 61

Total período 176 31 38 0 24516:00-16:15 40 5 6 0 5016:15-16:30 56 9 6 0 7216:30-16:45 73 11 7 0 9116:45-17:00 50 12 10 0 72

Total período 219 37 29 0 28517:00-17:15 60 5 9 2 7517:15-17:30 55 14 9 0 7717:30-17:45 56 6 9 0 7117:45-18:00 58 9 7 5 80

Total período 229 34 33 7 30318:00-18:15 60 6 9 5 8018:15-18:30 80 5 7 2 9318:30-18:45 56 3 3 2 6418:45-19:00 63 3 6 0 72

Total período 259 17 25 8 30919:00-19:15 61 12 9 2 8419:15-19:30 70 11 3 3 8719:30-19:45 95 5 9 0 10819:45-20:00 43 3 0 2 48

Total período 269 31 20 7 32720:00-20:15 58 6 3 2 6920:15-20:30 36 2 0 0 3820:30-20:45 51 3 3 2 5920:45-21:00 28 5 4 0 37


Total 14 horas 5.609 452 378 38 6.478

CUADRO Nº 4.18b


Vehículos Livianos

Camiones de 2 ejes





07:00-07:15 23 5 4 20 5207:15-07:30 43 5 3 18 6907:30-07:45 80 9 4 13 10707:45-08:00 90 3 1 15 109

Total período 236 22 13 66 33708:00-08:15 85 9 3 12 10808:15-08:30 50 5 1 13 6908:30-08:45 63 5 0 12 7908:45-09:00 75 16 4 17 111

Total período 272 34 9 53 36809:00-09:15 85 11 0 22 11709:15-09:30 43 14 9 17 8209:30-09:45 50 20 1 12 8309:45-10:00 73 9 0 22 104

Total período 251 54 10 71 38610:00-10:15 65 9 4 15 9310:15-10:30 60 8 4 22 9310:30-10:45 45 9 0 18 7210:45-11:00 51 12 6 18 88

Total período 221 39 15 73 34711:00-11:15 65 14 7 22 10811:15-11:30 58 22 10 12 10211:30-11:45 60 5 6 22 9211:45-12:00 43 6 3 20 72

Total período 226 47 26 75 37312:00-12:15 61 12 3 15 9212:15-12:30 105 5 4 13 12712:30-12:45 58 14 7 12 9112:45-13:00 71 16 0 17 103

Total período 295 47 15 56 41313:00-13:15 73 8 0 25 10613:15-13:30 86 16 7 20 12913:30-13:45 68 6 1 18 9413:45-14:00 68 2 1 13 84

Total período 295 31 10 76 41314:00-14:15 81 16 3 18 11814:15-14:30 71 5 4 13 9414:30-14:45 70 11 6 23 11014:45-15:00 45 6 4 17 72

Total período 267 37 17 71 39315:00-15:15 58 9 3 17 8715:15-15:30 61 11 3 17 9215:30-15:45 55 2 1 27 8415:45-16:00 80 12 9 15 116

Total período 254 34 16 75 37916:00-16:15 70 6 1 17 9416:15-16:30 83 12 3 22 12016:30-16:45 91 5 7 18 12116:45-17:00 75 6 6 17 103

Total período 319 30 17 73 43917:00-17:15 86 5 7 22 12017:15-17:30 91 5 6 15 11717:30-17:45 109 9 4 15 13817:45-18:00 114 5 1 10 131

Total período 401 23 19 61 50518:00-18:15 158 14 4 17 19318:15-18:30 171 6 1 17 19518:30-18:45 255 8 0 15 27818:45-19:00 197 12 1 23 235

Total período 781 40 7 71 90019:00-19:15 264 8 0 13 28519:15-19:30 279 9 9 13 31019:30-19:45 302 8 9 13 33219:45-20:00 247 11 0 13 271

Total período 1.092 36 17 53 1.19820:00-20:15 252 5 3 15 27520:15-20:30 179 5 1 15 20020:30-20:45 171 14 0 13 19820:45-21:00 153 3 0 15 171


Total 14 horas 5.664 500 196 934 7.295

CUADRO Nº 4.19


Vehículos Livianos

Camiones de 2 ejes





07:00-07:15 12 3 1 15 3107:15-07:30 12 2 1 15 3007:30-07:45 13 0 1 8 2307:45-08:00 15 2 0 15 31

Total período 51 6 4 53 11508:00-08:15 17 2 1 12 3108:15-08:30 13 0 0 7 2008:30-08:45 12 0 0 8 2008:45-09:00 10 0 1 7 18

Total período 51 2 3 33 8909:00-09:15 5 3 1 8 1809:15-09:30 15 2 0 12 2809:30-09:45 7 2 1 12 2109:45-10:00 10 3 3 5 21

Total período 36 9 6 36 8810:00-10:15 7 2 0 12 2010:15-10:30 12 3 1 8 2410:30-10:45 7 0 0 17 2310:45-11:00 7 0 0 15 22

Total período 32 5 1 51 8911:00-11:15 12 0 0 12 2311:15-11:30 10 2 0 12 2311:30-11:45 18 0 0 10 2811:45-12:00 5 2 1 15 23

Total período 45 3 1 48 9712:00-12:15 10 3 4 8 2612:15-12:30 12 2 0 8 2112:30-12:45 5 5 0 10 2012:45-13:00 7 5 0 5 16

Total período 33 14 4 32 8313:00-13:15 18 3 0 10 3113:15-13:30 10 2 0 12 2313:30-13:45 8 0 3 8 1913:45-14:00 5 2 1 13 21

Total período 41 6 4 43 9514:00-14:15 12 0 0 7 1814:15-14:30 13 2 1 13 3014:30-14:45 12 2 0 10 2314:45-15:00 7 2 0 13 21

Total período 43 5 1 43 9215:00-15:15 7 2 1 12 2115:15-15:30 3 2 1 10 1615:30-15:45 5 0 0 8 1315:45-16:00 10 2 4 10 26

Total período 25 5 7 40 7716:00-16:15 18 0 0 8 2716:15-16:30 7 0 0 7 1316:30-16:45 8 0 1 12 2116:45-17:00 3 2 3 15 23

Total período 36 2 4 41 8417:00-17:15 7 0 0 10 1717:15-17:30 8 2 1 13 2517:30-17:45 17 2 0 8 2617:45-18:00 20 0 1 12 33

Total período 51 3 3 43 10118:00-18:15 20 5 1 12 3818:15-18:30 25 6 1 8 4118:30-18:45 33 0 0 13 4618:45-19:00 30 2 0 10 41

Total período 108 12 3 43 16619:00-19:15 43 3 3 5 5419:15-19:30 28 2 3 15 4819:30-19:45 46 3 1 10 6119:45-20:00 61 2 1 13 78

Total período 179 9 9 43 24020:00-20:15 45 5 1 15 6620:15-20:30 60 2 0 17 7820:30-20:45 46 0 1 8 5620:45-21:00 40 3 0 10 53


Total 14 horas 924 90 55 601 1.670

CUADRO Nº 4.20


Vehículos Livianos

Camiones de 2 ejes





07:00-07:15 23 2 10 0 3507:15-07:30 17 9 4 0 3007:30-07:45 7 9 12 3 3107:45-08:00 28 8 9 0 45

Total período 75 28 35 3 14108:00-08:15 13 8 9 0 3008:15-08:30 10 2 23 0 3508:30-08:45 10 23 22 0 5508:45-09:00 20 20 13 0 53

Total período 53 53 67 0 17309:00-09:15 8 19 23 0 5009:15-09:30 12 9 12 2 3409:30-09:45 13 14 17 0 4509:45-10:00 8 8 9 0 25

Total período 41 50 61 2 15410:00-10:15 17 8 19 0 4310:15-10:30 15 12 15 2 4410:30-10:45 25 12 20 3 6110:45-11:00 10 3 15 0 28

Total período 66 36 68 5 17511:00-11:15 3 17 12 7 3911:15-11:30 13 20 7 0 4111:30-11:45 13 19 16 0 4811:45-12:00 12 14 17 3 46

Total período 41 70 52 10 17412:00-12:15 13 14 22 0 4912:15-12:30 10 12 12 0 3412:30-12:45 12 16 19 0 4612:45-13:00 10 14 22 2 47

Total período 45 56 74 2 17713:00-13:15 13 19 20 0 5213:15-13:30 18 20 15 3 5613:30-13:45 8 11 19 2 4013:45-14:00 8 11 16 0 35

Total período 48 61 70 5 18414:00-14:15 18 12 19 0 5014:15-14:30 7 14 9 0 2914:30-14:45 13 22 16 0 5114:45-15:00 13 9 28 2 52

Total período 51 57 71 2 18215:00-15:15 12 8 12 3 3415:15-15:30 8 11 28 2 4815:30-15:45 17 12 15 0 4415:45-16:00 13 12 13 0 39

Total período 50 44 67 5 16516:00-16:15 8 5 7 0 2016:15-16:30 15 14 19 2 4916:30-16:45 22 16 16 3 5616:45-17:00 12 12 22 2 48

Total período 56 47 64 7 17417:00-17:15 13 6 13 3 3617:15-17:30 22 16 20 2 5917:30-17:45 20 11 20 0 5117:45-18:00 13 14 19 3 49

Total período 68 47 73 8 19618:00-18:15 22 11 16 2 5018:15-18:30 22 12 15 2 5018:30-18:45 17 6 6 2 3018:45-19:00 3 5 16 2 26

Total período 63 34 52 7 15619:00-19:15 12 8 10 0 3019:15-19:30 13 9 4 0 2719:30-19:45 13 8 15 5 4119:45-20:00 8 8 3 2 21

Total período 46 33 32 7 11820:00-20:15 7 9 13 0 2920:15-20:30 8 3 3 0 1420:30-20:45 5 2 7 0 1420:45-21:00 8 5 6 0 19


Total 14 horas 733 632 816 61 2.243

CUADRO Nº 4.21


Vehículos Livianos

Camiones de 2 ejes







ANEXO 2A MODELACIÓN SIDRA

AÑO 2005

OCTUBRE DE 2005



MODELACIÓN AÑO 2005


SITUACIÓN BASE (2005)


1F A R R B - S I D R A 4.07 ------------------------------------------------- Registered User No. 115 Time and Date of Analysis 5:23 PM, 9 Oct 2005

Interseccion Ruta G-260 / Acceso a U. de Chile * R105BPM * Situacion base 2005 (punta manana) Intersection No.: 1 Unsignalised Intersection

Table S.0 - TRAFFIC FLOW DATA (Flows in veh/hour as used by the program) ------------------------------------------------------------------------ Mov Left Through Right Flow Peak No. --------- --------- --------- Scale Hour LV HV LV HV LV HV Factor ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 0 0 48 20 0 0 1.00 1.00 2 0 0 0 0 65 17 1.00 1.00 ------------------------------------------------------------------------ NORTH: Acceso a U. de Chile 3 10 24 0 0 0 0 1.00 1.00 4 0 0 0 0 14 1 1.00 1.00 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 11 2 0 0 0 0 1.00 1.00 6 0 0 68 22 0 0 1.00 1.00 ------------------------------------------------------------------------ Based on unit time = 60 minutes. Flow Scale and Peak Hour Factor effects included in flow values.1 ARRB SIDRA 4.07 - Time and Date of Analysis 5:23 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R105BPM * Situacion base 2005 (punta manana) Intersection No.: 1 Unsignalised Intersection

Table S.2 - MOVEMENT CAPACITY PARAMETERS ---------------------------------------------------------- Mov Arv Total Total Prac. Prac. Lane Deg. No. Flow Opng Cap. Deg. Spare Util Satn (veh Flow (veh Satn Cap. /h) (pcu/h) /h) xp (%) (%) x ---------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 68 0 673 .80 692 100 .101* 2 R 82 0 811 .80 691 100 .101* ---------------------------------------------------------- NORTH: Acceso a U. de Chile 3 L 34 212+ 536 .80 1161 100 .063 4 R 15 109+ 237 .80 1164 100 .063 ----------------------------------------------------------


WEST: Ruta G-260 (poniente) 5 L 13 184 177 .80 989 100 .073 6 T 90 0 1224 .80 988 100 .074 ---------------------------------------------------------- + Percentage of exiting flow included in total opposing flow 1 ARRB SIDRA 4.07 - Time and Date of Analysis 5:23 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R105BPM * Situacion base 2005 (punta manana) Intersection No.: 1 Unsignalised Intersection

Table S.3 - INTERSECTION PARAMETERS ----------------------------------------------------------------------- Degree of Saturation (Highest) = .101 Practical Spare Capacity (Lowest) = 691 % Total Vehicle Flow = 302 Total Vehicle Capacity (all lanes) = 3657 -----------------------------------------------------------------------

Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 T .00 .0 0 .00 .0 0 1.70 40.0 86.9 2 R .00 .0 0 .00 .0 0 2.05 40.0 86.9 ------------------------------------------------------------------------ NORTH: Acceso a U. de Chile 3 L .01 1.0 9 .26 .2 2 1.06 39.5 90.2 4 R .00 1.0 4 .26 .2 2 .47 39.5 90.2 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 L .01 1.5 0 .01 .6 4 .40 39.4 88.1 6 T .04 1.5 1 .01 .6 4 2.79 39.4 88.1 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 5:23 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R105BPM * Situacion base 2005 (punta manana) Intersection No.: 1 Unsignalised Intersection

Table S.6 - INTERSECTION PERFORMANCE ----------------------------------------------------------------------- Total Total Aver. Total Stop Perf. Aver. FUEL Flow Delay Delay Stops Rate Index Speed Rate Total (veh/h) (veh-h/h)(sec) (veh/h) (km/h) (mL/km) (mL/h)


----------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 150 .00 .0 0 .00 3.75 40.0 86.9 13041.5 ----------------------------------------------------------------------- NORTH: Acceso a U. de Chile 49 .01 1.0 13 .26 1.53 39.5 90.2 4420.0 ----------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 103 .04 1.5 1 .01 3.19 39.4 88.1 9076.6 ----------------------------------------------------------------------- ALL GROUPS: 302 .06 .7 14 .05 8.47 39.7 87.9 26538.0 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 5:23 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R105BPM * Situacion base 2005 (punta manana) Intersection No.: 1 Unsignalised Intersection

Table S.7 - LANE PERFORMANCE ---------------------------------------------------------------- Arv Back of Flow Cap Deg. Aver. Stop Q u e u e Short Lane Mov (veh (veh Satn Delay Rate ----------- Lane No. No. /h) /h) x (sec) (vehs) (m) (m) ---------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 TR 1, 150 1484 .101 .0 .00 .0 0 2 ---------------------------------------------------------------- NORTH: Acceso a U. de Chile 1 LR 3, 49 773 .063 1.0 .26 .2 2 4 ---------------------------------------------------------------- WEST: Ruta G-260 (poniente) 1 LT 5, 103 1400 .074 1.5 .01 .6 4 6 ---------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 5:23 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R105BPM * Situacion base 2005 (punta manana) Intersection No.: 1 Unsignalised Intersection

Table S.8 - LANE FLOW AND CAPACITY INFORMATION ------------------------------------------------------------------------------


EAST: Ruta G-260 (oriente) Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * ****** **** 1, 0 68 82 150 1850 1484 0 0 1484 .101 100 * * 2 *** * ------------------------------------------------------------------------------ NORTH: Acceso a U. de Chile Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * ****** 3, 34 0 15 49 1850 773 0 15 773 .063 100 * 4 *** * ------------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * * ****** **** 5, 13 90 0 103 1850 1400 0 60 1400 .074 100 * 6 ------------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 5:23 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R105BPM * Situacion base 2005 (punta manana) Intersection No.: 1 Unsignalised Intersection

Table S.10 - MOVEMENT CAPACITY AND PERFORMANCE SUMMARY ------------------------------------------------------------------ Aver. Stop Longest Perf. Mov Mov Arv Total Lane Deg. Delay Rate Queue Index No. Typ Flow Cap. Util Satn (veh (veh (sec) (veh) /h) /h) (%) x ------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 T 68 673 100 .101* .0 .00 .0 1.70 2 R 82 811 100 .101* .0 .00 .0 2.05 ------------------------------------------------------------------ NORTH: Acceso a U. de Chile


3 L 34 536 100 .063 1.0 .26 .2 1.06 4 R 15 237 100 .063 1.0 .26 .2 .47 ------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 L 13 177 100 .073 1.5 .01 .6 .40 6 T 90 1224 100 .074 1.5 .01 .6 2.79 ------------------------------------------------------------------

* Maximum degree of saturation Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 5:23 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R105BPM * Situacion base 2005 (punta manana) Intersection No.: 1 Unsignalised Intersection

Table S.12 - FUEL CONSUMPTION, EMISSIONS AND COST ------------------------------------------------------------------------- Mov Fuel Consumption HC NOX CO CO2 COST No. Rate Total Total Total Total Total Total mL/km L/h g/h g/h g/h kg/h c/h ------------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 86.9 6 19 17 453 15 1519 2 R 86.9 7 23 20 546 18 1831 ---------------------------------------------------------- ALL MOVS: 86.9 13 43 37 998 33 3350 ------------------------------------------------------------------------- NORTH: Acceso a U. de Chile 3 L 90.2 3 10 9 249 8 795 4 R 90.2 1 5 4 110 3 351 ---------------------------------------------------------- ALL MOVS: 90.2 4 15 13 359 11 1145 ------------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 88.1 1 4 3 87 3 297 6 T 88.1 8 26 22 605 20 2057 ---------------------------------------------------------- ALL MOVS: 88.1 9 30 26 692 23 2355 ---------------------------------------------------------- INTERSECTION: 87.9 27 87 76 2050 66 6850 -------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 5:23 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R105BPM * Situacion base 2005 (punta manana) Intersection No.: 1 Unsignalised Intersection

Table S.15 - CAPACITY AND LEVEL OF SERVICE (HCM METHOD) ---------------------------------------------------------


Mov Mov Total Total Deg. Prog. Aver. LOS No. Typ Flow Cap. of Factor Delay (veh (veh Satn /h) /h) (v/c) (sec) --------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 68 673 .101* 1.00 .0 A 2 R 82 811 .101* 1.00 .0 A ------------------------------------------ ALL MOVS: 150 1484 .101 .0 A --------------------------------------------------------- NORTH: Acceso a U. de Chile 3 L 34 536 .063 1.00 1.0 A 4 R 15 237 .063 1.00 1.0 A ------------------------------------------ ALL MOVS: 49 773 .063 1.0 A --------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 13 177 .073 1.00 1.5 A 6 T 90 1224 .074 1.00 1.5 A ------------------------------------------ ALL MOVS: 103 1401 .074 1.5 A ------------------------------------------ INTERSECTION: 302 3657 .101 .7 A --------------------------------------------------------- Level of Service calculations are based on overall delay. * Maximum v/c ratio, or critical green periods 1 ARRB SIDRA 4.07 - Time and Date of Analysis 5:23 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R105BPM * Situacion base 2005 (punta manana) Intersection No.: 1 Unsignalised Intersection

DIAGNOSTIC REPORT ------------------------------------------------------------------------------ * Information about this run: Intersection Type: Unsignalised - Stop Driving on the right-hand side of the road Input data specified in Metric units User level: Advanced Default Values File No. 30 Flow period (for performance): 60 minutes Unit time (for volumes): 60 minutes * Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. ------------------------------------------------------------------------------ END OF OUTPUT LISTING



Interseccion Ruta G-260 / Acceso a U. de Chile * R105BPMD * Situacion base 2005 (punta mediodia) Intersection No.: 1 Unsignalised Intersection

Table S.0 - TRAFFIC FLOW DATA (Flows in veh/hour as used by the program) ------------------------------------------------------------------------ Mov Left Through Right Flow Peak No. --------- --------- --------- Scale Hour LV HV LV HV LV HV Factor ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 0 0 60 35 0 0 1.00 1.00 2 0 0 0 0 33 25 1.00 1.00 ------------------------------------------------------------------------ NORTH: Acceso a U. de Chile 3 20 23 0 0 0 0 1.00 1.00 4 0 0 0 0 8 1 1.00 1.00 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 10 1 0 0 0 0 1.00 1.00 6 0 0 63 40 0 0 1.00 1.00 ------------------------------------------------------------------------ Based on unit time = 60 minutes. Flow Scale and Peak Hour Factor effects included in flow values.1 ARRB SIDRA 4.07 - Time and Date of Analysis 5:29 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R105BPMD * Situacion base 2005 (punta mediodia) Intersection No.: 1 Unsignalised Intersection



WEST: Ruta G-260 (poniente) 5 L 11 196 124 .80 802 100 .089 6 T 103 0 1165 .80 805 100 .088 ---------------------------------------------------------- + Percentage of exiting flow included in total opposing flow 1 ARRB SIDRA 4.07 - Time and Date of Analysis 5:29 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R105BPMD * Situacion base 2005 (punta mediodia) Intersection No.: 1 Unsignalised Intersection


Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 T .00 .0 0 .00 .0 0 2.38 40.0 86.9 2 R .00 .0 0 .00 .0 0 1.45 40.0 86.9 ------------------------------------------------------------------------ NORTH: Acceso a U. de Chile 3 L .02 1.4 14 .32 .3 2 1.40 39.4 90.7 4 R .00 1.4 3 .32 .3 2 .29 39.4 90.7 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 L .00 1.6 0 .01 .6 5 .34 39.3 88.2 6 T .05 1.6 1 .01 .6 5 3.16 39.3 88.2 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 5:29 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R105BPMD * Situacion base 2005 (punta mediodia) Intersection No.: 1 Unsignalised Intersection



----------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 153 .00 .0 0 .00 3.83 40.0 86.9 13302.3 ----------------------------------------------------------------------- NORTH: Acceso a U. de Chile 52 .02 1.4 16 .32 1.69 39.4 90.7 4714.2 ----------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 114 .05 1.6 1 .01 3.49 39.3 88.2 10056.9 ----------------------------------------------------------------------- ALL GROUPS: 319 .07 .8 18 .06 9.01 39.6 88.0 28073.5 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 5:29 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R105BPMD * Situacion base 2005 (punta mediodia) Intersection No.: 1 Unsignalised Intersection

Table S.7 - LANE PERFORMANCE ---------------------------------------------------------------- Arv Back of Flow Cap Deg. Aver. Stop Q u e u e Short Lane Mov (veh (veh Satn Delay Rate ----------- Lane No. No. /h) /h) x (sec) (vehs) (m) (m) ---------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 TR 1, 153 1329 .115 .0 .00 .0 0 2 ---------------------------------------------------------------- NORTH: Acceso a U. de Chile 1 LR 3, 52 710 .073 1.4 .32 .3 2 4 ---------------------------------------------------------------- WEST: Ruta G-260 (poniente) 1 LT 5, 114 1289 .088 1.6 .01 .6 5 6 ---------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 5:29 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R105BPMD * Situacion base 2005 (punta mediodia) Intersection No.: 1 Unsignalised Intersection



EAST: Ruta G-260 (oriente) Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * ****** **** 1, 0 95 58 153 1850 1329 0 0 1329 .115 100 * * 2 *** * ------------------------------------------------------------------------------ NORTH: Acceso a U. de Chile Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * ****** 3, 43 0 9 52 1850 710 0 9 710 .073 100 * 4 *** * ------------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * * ****** **** 5, 11 103 0 114 1850 1289 0 60 1289 .088 100 * 6 ------------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 5:29 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R105BPMD * Situacion base 2005 (punta mediodia) Intersection No.: 1 Unsignalised Intersection




* Maximum degree of saturation Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 5:29 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R105BPMD * Situacion base 2005 (punta mediodia) Intersection No.: 1 Unsignalised Intersection

Table S.12 - FUEL CONSUMPTION, EMISSIONS AND COST ------------------------------------------------------------------------- Mov Fuel Consumption HC NOX CO CO2 COST No. Rate Total Total Total Total Total Total mL/km L/h g/h g/h g/h kg/h c/h ------------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 86.9 8 27 23 632 21 2122 2 R 86.9 5 17 14 386 13 1295 ---------------------------------------------------------- ALL MOVS: 86.9 13 44 38 1018 33 3417 ------------------------------------------------------------------------- NORTH: Acceso a U. de Chile 3 L 90.7 4 13 12 321 10 1010 4 R 90.7 1 3 2 67 2 211 ---------------------------------------------------------- ALL MOVS: 90.7 5 16 14 388 12 1221 ------------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 88.2 1 3 3 74 2 252 6 T 88.2 9 30 26 692 23 2360 ---------------------------------------------------------- ALL MOVS: 88.2 10 33 28 766 25 2612 ---------------------------------------------------------- INTERSECTION: 88.0 28 93 80 2173 70 7250 -------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 5:29 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R105BPMD * Situacion base 2005 (punta mediodia) Intersection No.: 1 Unsignalised Intersection



Mov Mov Total Total Deg. Prog. Aver. LOS No. Typ Flow Cap. of Factor Delay (veh (veh Satn /h) /h) (v/c) (sec) --------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 95 825 .115* 1.00 .0 A 2 R 58 504 .115* 1.00 .0 A ------------------------------------------ ALL MOVS: 153 1329 .115 .0 A --------------------------------------------------------- NORTH: Acceso a U. de Chile 3 L 43 587 .073 1.00 1.4 A 4 R 9 123 .073 1.00 1.4 A ------------------------------------------ ALL MOVS: 52 710 .073 1.4 A --------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 11 124 .089 1.00 1.6 A 6 T 103 1165 .088 1.00 1.6 A ------------------------------------------ ALL MOVS: 114 1289 .089 1.6 A ------------------------------------------ INTERSECTION: 319 3328 .115 .8 A ---------------------------------------------------------

Level of Service calculations are based on overall delay. * Maximum v/c ratio, or critical green periods 1 ARRB SIDRA 4.07 - Time and Date of Analysis 5:29 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R105BPMD * Situacion base 2005 (punta mediodia) Intersection No.: 1 Unsignalised Intersection




Interseccion Ruta G-260 / Acceso a U. de Chile * R105BPT * Situacion base 2005 (punta tarde) Intersection No.: 1 Unsignalised Intersection

Table S.0 - TRAFFIC FLOW DATA (Flows in veh/hour as used by the program) ------------------------------------------------------------------------ Mov Left Through Right Flow Peak No. --------- --------- --------- Scale Hour LV HV LV HV LV HV Factor ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 0 0 91 29 0 0 1.00 1.00 2 0 0 0 0 14 6 1.00 1.00 ------------------------------------------------------------------------ NORTH: Acceso a U. de Chile 3 18 9 0 0 0 0 1.00 1.00 4 0 0 0 0 3 1 1.00 1.00 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 5 2 0 0 0 0 1.00 1.00 6 0 0 101 30 0 0 1.00 1.00 ------------------------------------------------------------------------ Based on unit time = 60 minutes. Flow Scale and Peak Hour Factor effects included in flow values.1 ARRB SIDRA 4.07 - Time and Date of Analysis 5:40 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R105BPT * Situacion base 2005 (punta tarde) Intersection No.: 1 Unsignalised Intersection



WEST: Ruta G-260 (poniente) 5 L 7 167 75 .80 757 100 .093 6 T 131 0 1395 .80 752 100 .094 ---------------------------------------------------------- + Percentage of exiting flow included in total opposing flow 1 ARRB SIDRA 4.07 - Time and Date of Analysis 5:40 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R105BPT * Situacion base 2005 (punta tarde) Intersection No.: 1 Unsignalised Intersection


Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 T .00 .0 0 .00 .0 0 3.00 40.0 86.9 2 R .00 .0 0 .00 .0 0 .50 40.0 86.9 ------------------------------------------------------------------------ NORTH: Acceso a U. de Chile 3 L .01 1.7 10 .36 .3 2 1.01 39.3 91.0 4 R .00 1.7 1 .36 .3 2 .15 39.3 91.0 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 L .00 1.9 0 .00 .8 6 .22 39.2 88.1 6 T .07 1.9 1 .00 .8 6 4.09 39.2 88.1 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 5:40 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R105BPT * Situacion base 2005 (punta tarde) Intersection No.: 1 Unsignalised Intersection



----------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 140 .00 .0 0 .00 3.50 40.0 86.9 12172.1 ----------------------------------------------------------------------- NORTH: Acceso a U. de Chile 31 .01 1.7 11 .36 1.16 39.3 91.0 2820.0 ----------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 138 .07 1.9 1 .00 4.30 39.2 88.1 12152.5 ----------------------------------------------------------------------- ALL GROUPS: 309 .09 1.0 12 .04 8.97 39.6 87.8 27144.6 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 5:40 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R105BPT * Situacion base 2005 (punta tarde) Intersection No.: 1 Unsignalised Intersection

Table S.7 - LANE PERFORMANCE ---------------------------------------------------------------- Arv Back of Flow Cap Deg. Aver. Stop Q u e u e Short Lane Mov (veh (veh Satn Delay Rate ----------- Lane No. No. /h) /h) x (sec) (vehs) (m) (m) ---------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 TR 1, 140 1480 .095 .0 .00 .0 0 2 ---------------------------------------------------------------- NORTH: Acceso a U. de Chile 1 LR 3, 31 672 .046 1.7 .36 .3 2 4 ---------------------------------------------------------------- WEST: Ruta G-260 (poniente) 1 LT 5, 138 1469 .094 1.9 .00 .8 6 6 ---------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 5:40 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R105BPT * Situacion base 2005 (punta tarde) Intersection No.: 1 Unsignalised Intersection



EAST: Ruta G-260 (oriente) Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * ****** **** 1, 0 120 20 140 1850 1480 0 0 1480 .095 100 * * 2 *** * ------------------------------------------------------------------------------ NORTH: Acceso a U. de Chile Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * ****** 3, 27 0 4 31 1850 672 0 4 672 .046 100 * 4 *** * ------------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * * ****** **** 5, 7 131 0 138 1850 1469 0 60 1469 .094 100 * 6 ------------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 5:40 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R105BPT * Situacion base 2005 (punta tarde) Intersection No.: 1 Unsignalised Intersection

Table S.10 - MOVEMENT CAPACITY AND PERFORMANCE SUMMARY ------------------------------------------------------------------ Aver. Stop Longest Perf. Mov Mov Arv Total Lane Deg. Delay Rate Queue Index No. Typ Flow Cap. Util Satn (veh (veh (sec) (veh) /h) /h) (%) x ------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 T 120 1269 100 .095* .0 .00 .0 3.00 2 R 20 211 100 .095* .0 .00 .0 .50 ------------------------------------------------------------------ NORTH: Acceso a U. de Chile



* Maximum degree of saturation Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 5:40 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R105BPT * Situacion base 2005 (punta tarde) Intersection No.: 1 Unsignalised Intersection

Table S.12 - FUEL CONSUMPTION, EMISSIONS AND COST ------------------------------------------------------------------------- Mov Fuel Consumption HC NOX CO CO2 COST No. Rate Total Total Total Total Total Total mL/km L/h g/h g/h g/h kg/h c/h ------------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 86.9 10 34 30 799 26 2680 2 R 86.9 2 6 5 133 4 447 ---------------------------------------------------------- ALL MOVS: 86.9 12 40 35 932 30 3127 ------------------------------------------------------------------------- NORTH: Acceso a U. de Chile 3 L 91.0 2 8 7 204 6 636 4 R 91.0 0 1 1 30 1 94 ---------------------------------------------------------- ALL MOVS: 91.0 3 9 8 234 7 730 ------------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 88.1 1 2 2 47 2 160 6 T 88.1 12 38 33 878 29 2993 ---------------------------------------------------------- ALL MOVS: 88.1 12 40 34 925 30 3153 ---------------------------------------------------------- INTERSECTION: 87.8 27 89 77 2091 68 7009 -------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 5:40 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R105BPT * Situacion base 2005 (punta tarde) Intersection No.: 1 Unsignalised Intersection



Mov Mov Total Total Deg. Prog. Aver. LOS No. Typ Flow Cap. of Factor Delay (veh (veh Satn /h) /h) (v/c) (sec) --------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 120 1269 .095* 1.00 .0 A 2 R 20 211 .095* 1.00 .0 A ------------------------------------------ ALL MOVS: 140 1480 .095 .0 A --------------------------------------------------------- NORTH: Acceso a U. de Chile 3 L 27 585 .046 1.00 1.7 A 4 R 4 87 .046 1.00 1.7 A ------------------------------------------ ALL MOVS: 31 672 .046 1.7 A --------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 7 75 .093 1.00 1.9 A 6 T 131 1395 .094 1.00 1.9 A ------------------------------------------ ALL MOVS: 138 1470 .094 1.9 A ------------------------------------------ INTERSECTION: 309 3622 .095 1.0 A ---------------------------------------------------------

Level of Service calculations are based on overall delay. * Maximum v/c ratio, or critical green periods 1 ARRB SIDRA 4.07 - Time and Date of Analysis 5:40 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R105BPT * Situacion base 2005 (punta tarde) Intersection No.: 1 Unsignalised Intersection




Interseccion Ruta G-260 / Acceso a J. Olivares * R205BPM * Situacion base 2005 (punta manana) Intersection No.: 2 Unsignalised Intersection

Table S.0 - TRAFFIC FLOW DATA (Flows in veh/hour as used by the program) ------------------------------------------------------------------------ Mov Left Through Right Flow Peak No. --------- --------- --------- Scale Hour LV HV LV HV LV HV Factor ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 0 0 73 89 0 0 1.00 1.00 2 0 0 0 0 7 8 1.00 1.00 ------------------------------------------------------------------------ NORTH WEST: Acceso a J. Olivares 3 6 5 0 0 0 0 1.00 1.00 4 0 0 0 0 5 1 1.00 1.00 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 3 1 0 0 0 0 1.00 1.00 6 0 0 75 72 0 0 1.00 1.00 ------------------------------------------------------------------------ Based on unit time = 60 minutes. Flow Scale and Peak Hour Factor effects included in flow values.1 ARRB SIDRA 4.07 - Time and Date of Analysis 5:55 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R205BPM * Situacion base 2005 (punta manana) Intersection No.: 2 Unsignalised Intersection

Table S.2 - MOVEMENT CAPACITY PARAMETERS ---------------------------------------------------------- Mov Arv Total Total Prac. Prac. Lane Deg. No. Flow Opng Cap. Deg. Spare Util Satn (veh Flow (veh Satn Cap. /h) (pcu/h) /h) xp (%) (%) x ---------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 162 0 1094 .80 440 100 .148 2 R 15 0 101 .80 439 100 .149* ---------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 3 L 11 321+ 450 .80 3173 100 .024 4 R 6 170+ 246 .80 3180 100 .024 ----------------------------------------------------------


WEST: Ruta G-260 (poniente) 5 L 4 188 33 .80 560 100 .121 6 T 147 0 1201 .80 554 100 .122 ---------------------------------------------------------- + Percentage of exiting flow included in total opposing flow 1 ARRB SIDRA 4.07 - Time and Date of Analysis 5:55 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R205BPM * Situacion base 2005 (punta manana) Intersection No.: 2 Unsignalised Intersection


Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 T .00 .0 0 .00 .0 0 3.24 50.0 82.1 2 R .00 .0 0 .00 .0 0 .25 60.0 81.5 ------------------------------------------------------------------------ NORTH WEST: Acceso a J. Olivares 3 L .00 1.6 4 .36 .3 2 .41 58.5 87.8 4 R .00 1.6 2 .36 .3 2 .27 39.3 90.9 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 L .00 2.1 0 .00 .7 6 .10 48.6 83.4 6 T .09 2.1 0 .00 .7 6 3.25 58.0 82.9 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 5:55 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R205BPM * Situacion base 2005 (punta manana) Intersection No.: 2 Unsignalised Intersection



----------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 177 .00 .0 0 .00 3.49 50.7 82.0 14522.2 ----------------------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 17 .01 1.6 6 .36 .68 49.9 88.9 1511.0 ----------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 151 .09 2.1 0 .00 3.35 57.7 82.9 12513.5 ----------------------------------------------------------------------- ALL GROUPS: 345 .10 1.0 7 .02 7.52 53.5 82.7 28546.7 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 5:55 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R205BPM * Situacion base 2005 (punta manana) Intersection No.: 2 Unsignalised Intersection

Table S.7 - LANE PERFORMANCE ---------------------------------------------------------------- Arv Back of Flow Cap Deg. Aver. Stop Q u e u e Short Lane Mov (veh (veh Satn Delay Rate ----------- Lane No. No. /h) /h) x (sec) (vehs) (m) (m) ---------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 TR 1, 177 1195 .148 .0 .00 .0 0 2 ---------------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 1 LR 3, 17 696 .024 1.6 .36 .3 2 4 ---------------------------------------------------------------- WEST: Ruta G-260 (poniente) 1 LT 5, 151 1234 .122 2.1 .00 .7 6 6 ---------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 5:55 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R205BPM * Situacion base 2005 (punta manana) Intersection No.: 2 Unsignalised Intersection



EAST: Ruta G-260 (oriente) Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * ****** **** 1, 0 162 15 177 1850 1195 0 0 1195 .148 100 * * 2 *** * ------------------------------------------------------------------------------ NORTH WEST: Acceso a J. Olivares Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * ****** 3, 11 0 6 17 1850 696 0 7 696 .024 100 * 4 *** * ------------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * * ****** **** 5, 4 147 0 151 1850 1234 0 60 1234 .122 100 * 6 ------------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 5:55 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R205BPM * Situacion base 2005 (punta manana) Intersection No.: 2 Unsignalised Intersection

Table S.10 - MOVEMENT CAPACITY AND PERFORMANCE SUMMARY ------------------------------------------------------------------ Aver. Stop Longest Perf. Mov Mov Arv Total Lane Deg. Delay Rate Queue Index No. Typ Flow Cap. Util Satn (veh (veh (sec) (veh) /h) /h) (%) x ------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 T 162 1094 100 .148 .0 .00 .0 3.24 2 R 15 101 100 .149* .0 .00 .0 .25 ------------------------------------------------------------------ NORTH WEST: Acceso a J. Olivares


3 L 11 450 100 .024 1.6 .36 .3 .41 4 R 6 246 100 .024 1.6 .36 .3 .27 ------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 L 4 33 100 .121 2.1 .00 .7 .10 6 T 147 1201 100 .122 2.1 .00 .7 3.25 ------------------------------------------------------------------

* Maximum degree of saturation Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 5:55 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R205BPM * Situacion base 2005 (punta manana) Intersection No.: 2 Unsignalised Intersection

Table S.12 - FUEL CONSUMPTION, EMISSIONS AND COST ------------------------------------------------------------------------- Mov Fuel Consumption HC NOX CO CO2 COST No. Rate Total Total Total Total Total Total mL/km L/h g/h g/h g/h kg/h c/h ------------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 82.1 13 41 43 897 33 3092 2 R 81.5 1 4 5 70 3 258 ---------------------------------------------------------- ALL MOVS: 82.0 15 45 48 967 36 3349 ------------------------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 3 L 87.8 1 3 4 76 2 205 4 R 90.9 1 2 2 45 1 141 ---------------------------------------------------------- ALL MOVS: 88.9 2 5 6 121 4 346 ------------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 83.4 0 1 1 22 1 79 6 T 82.9 12 36 46 694 30 2615 ---------------------------------------------------------- ALL MOVS: 82.9 13 37 47 717 31 2694 ---------------------------------------------------------- INTERSECTION: 82.7 29 87 101 1805 71 6389 -------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 5:55 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R205BPM * Situacion base 2005 (punta manana) Intersection No.: 2 Unsignalised Intersection



Mov Mov Total Total Deg. Prog. Aver. LOS No. Typ Flow Cap. of Factor Delay (veh (veh Satn /h) /h) (v/c) (sec) --------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 162 1094 .148 1.00 .0 A 2 R 15 101 .149* 1.00 .0 A ------------------------------------------ ALL MOVS: 177 1195 .149 .0 A --------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 3 L 11 450 .024 1.00 1.6 A 4 R 6 246 .024 1.00 1.6 A ------------------------------------------ ALL MOVS: 17 696 .024 1.6 A --------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 4 33 .121 1.00 2.1 A 6 T 147 1201 .122 1.00 2.1 A ------------------------------------------ ALL MOVS: 151 1234 .122 2.1 A ------------------------------------------ INTERSECTION: 345 3125 .149 1.0 A ---------------------------------------------------------

Level of Service calculations are based on overall delay. * Maximum v/c ratio, or critical green periods 1 ARRB SIDRA 4.07 - Time and Date of Analysis 5:55 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R205BPM * Situacion base 2005 (punta manana) Intersection No.: 2 Unsignalised Intersection

DIAGNOSTIC REPORT ------------------------------------------------------------------------------ * Information about this run: Intersection Type: Unsignalised - Stop Driving on the right-hand side of the road Input data specified in Metric units User level: Advanced Default Values File No. 30 Flow period (for performance): 60 minutes Unit time (for volumes): 60 minutes * Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. ------------------------------------------------------------------------------

END OF OUTPUT LISTING


1F A R R B - S I D R A 4.07 ------------------------------------------------- Registered User No. 115 Time and Date of Analysis 11:45 AM, 10 Oct 2005

Interseccion Ruta G-260 / Acceso a J. Olivares * R205BPMD * Situacion base 2005 (punta mediodia) Intersection No.: 2 Unsignalised Intersection

Table S.0 - TRAFFIC FLOW DATA (Flows in veh/hour as used by the program) ------------------------------------------------------------------------ Mov Left Through Right Flow Peak No. --------- --------- --------- Scale Hour LV HV LV HV LV HV Factor ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 0 0 83 117 0 0 1.00 1.00 2 0 0 0 0 6 3 1.00 1.00 ------------------------------------------------------------------------ NORTH WEST: Acceso a J. Olivares 3 4 1 0 0 0 0 1.00 1.00 4 0 0 0 0 2 3 1.00 1.00 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 1 1 0 0 0 0 1.00 1.00 6 0 0 60 101 0 0 1.00 1.00 ------------------------------------------------------------------------ Based on unit time = 60 minutes. Flow Scale and Peak Hour Factor effects included in flow values.1 ARRB SIDRA 4.07 - Time and Date of Analysis 11:45 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R205BPMD * Situacion base 2005 (punta mediodia) Intersection No.: 2 Unsignalised Intersection

Table S.2 - MOVEMENT CAPACITY PARAMETERS ---------------------------------------------------------- Mov Arv Total Total Prac. Prac. Lane Deg. No. Flow Opng Cap. Deg. Spare Util Satn (veh Flow (veh Satn Cap. /h) (pcu/h) /h) xp (%) (%) x ---------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 200 0 1125 .80 350 100 .178* 2 R 9 0 51 .80 353 100 .176 ---------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 3 L 5 372+ 353 .80 5548 100 .014 4 R 5 209+ 353 .80 5548 100 .014 ----------------------------------------------------------


WEST: Ruta G-260 (poniente) 5 L 2 214 14 .80 460 100 .143 6 T 161 0 1120 .80 457 100 .144 ---------------------------------------------------------- + Percentage of exiting flow included in total opposing flow 1 ARRB SIDRA 4.07 - Time and Date of Analysis 11:45 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R205BPMD * Situacion base 2005 (punta mediodia) Intersection No.: 2 Unsignalised Intersection


Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 T .00 .0 0 .00 .0 0 4.00 50.0 82.1 2 R .00 .0 0 .00 .0 0 .15 60.0 81.5 ------------------------------------------------------------------------ NORTH WEST: Acceso a J. Olivares 3 L .00 1.6 2 .38 .3 3 .25 58.4 88.0 4 R .00 1.6 2 .38 .3 3 .30 39.3 90.9 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 L .00 2.3 0 .00 .7 7 .05 48.5 83.6 6 T .10 2.3 0 .00 .7 7 3.49 57.8 83.0 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 11:45 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R205BPMD * Situacion base 2005 (punta mediodia) Intersection No.: 2 Unsignalised Intersection



----------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 209 .00 .0 0 .00 4.15 50.4 82.1 17152.8 ----------------------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 10 .00 1.6 4 .38 .55 47.0 89.5 894.8 ----------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 163 .10 2.3 0 .00 3.54 57.7 83.0 13526.1 ----------------------------------------------------------------------- ALL GROUPS: 382 .11 1.0 4 .01 8.24 53.1 82.7 31573.7 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 11:45 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R205BPMD * Situacion base 2005 (punta mediodia) Intersection No.: 2 Unsignalised Intersection

Table S.7 - LANE PERFORMANCE ---------------------------------------------------------------- Arv Back of Flow Cap Deg. Aver. Stop Q u e u e Short Lane Mov (veh (veh Satn Delay Rate ----------- Lane No. No. /h) /h) x (sec) (vehs) (m) (m) ---------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 TR 1, 209 1175 .178 .0 .00 .0 0 2 ---------------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 1 LR 3, 10 706 .014 1.6 .38 .3 3 4 ---------------------------------------------------------------- WEST: Ruta G-260 (poniente) 1 LT 5, 163 1134 .144 2.3 .00 .7 7 6 ---------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 11:45 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R205BPMD * Situacion base 2005 (punta mediodia) Intersection No.: 2 Unsignalised Intersection



EAST: Ruta G-260 (oriente) Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * ****** **** 1, 0 200 9 209 1850 1175 0 0 1175 .178 100 * * 2 *** * ------------------------------------------------------------------------------ NORTH WEST: Acceso a J. Olivares Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * ****** 3, 5 0 5 10 1850 706 0 7 706 .014 100 * 4 *** * ------------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * * ****** **** 5, 2 161 0 163 1850 1134 0 60 1134 .144 100 * 6 ------------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 11:45 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R205BPMD * Situacion base 2005 (punta mediodia) Intersection No.: 2 Unsignalised Intersection

Table S.10 - MOVEMENT CAPACITY AND PERFORMANCE SUMMARY ------------------------------------------------------------------ Aver. Stop Longest Perf. Mov Mov Arv Total Lane Deg. Delay Rate Queue Index No. Typ Flow Cap. Util Satn (veh (veh (sec) (veh) /h) /h) (%) x ------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 T 200 1125 100 .178* .0 .00 .0 4.00 2 R 9 51 100 .176 .0 .00 .0 .15 ------------------------------------------------------------------ NORTH WEST: Acceso a J. Olivares



* Maximum degree of saturation Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 11:45 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R205BPMD * Situacion base 2005 (punta mediodia) Intersection No.: 2 Unsignalised Intersection

Table S.12 - FUEL CONSUMPTION, EMISSIONS AND COST ------------------------------------------------------------------------- Mov Fuel Consumption HC NOX CO CO2 COST No. Rate Total Total Total Total Total Total mL/km L/h g/h g/h g/h kg/h c/h ------------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 82.1 16 51 54 1108 41 3817 2 R 81.5 1 2 3 42 2 155 ---------------------------------------------------------- ALL MOVS: 82.1 17 53 56 1150 43 3971 ------------------------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 3 L 88.0 0 1 2 35 1 93 4 R 90.9 0 2 1 38 1 117 ---------------------------------------------------------- ALL MOVS: 89.5 1 3 3 73 2 211 ------------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 83.6 0 1 1 11 0 40 6 T 83.0 13 40 51 760 33 2874 ---------------------------------------------------------- ALL MOVS: 83.0 14 40 51 771 34 2913 ---------------------------------------------------------- INTERSECTION: 82.7 32 96 111 1993 79 7096 -------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 11:45 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R205BPMD * Situacion base 2005 (punta mediodia) Intersection No.: 2 Unsignalised Intersection



Mov Mov Total Total Deg. Prog. Aver. LOS No. Typ Flow Cap. of Factor Delay (veh (veh Satn /h) /h) (v/c) (sec) --------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 200 1125 .178* 1.00 .0 A 2 R 9 51 .176 1.00 .0 A ------------------------------------------ ALL MOVS: 209 1176 .178 .0 A --------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 3 L 5 353 .014 1.00 1.6 A 4 R 5 353 .014 1.00 1.6 A ------------------------------------------ ALL MOVS: 10 706 .014 1.6 A --------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 2 14 .143 1.00 2.3 A 6 T 161 1120 .144 1.00 2.3 A ------------------------------------------ ALL MOVS: 163 1134 .144 2.3 A ------------------------------------------ INTERSECTION: 382 3016 .178 1.0 A ---------------------------------------------------------

Level of Service calculations are based on overall delay. * Maximum v/c ratio, or critical green periods 1 ARRB SIDRA 4.07 - Time and Date of Analysis 11:45 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R205BPMD * Situacion base 2005 (punta mediodia) Intersection No.: 2 Unsignalised Intersection





Interseccion Ruta G-260 / Acceso a J. Olivares * R205BPT * Situacion base 2005 (punta tarde) Intersection No.: 2 Unsignalised Intersection

Table S.0 - TRAFFIC FLOW DATA (Flows in veh/hour as used by the program) ------------------------------------------------------------------------ Mov Left Through Right Flow Peak No. --------- --------- --------- Scale Hour LV HV LV HV LV HV Factor ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 0 0 106 60 0 0 1.00 1.00 2 0 0 0 0 15 2 1.00 1.00 ------------------------------------------------------------------------ NORTH WEST: Acceso a J. Olivares 3 14 3 0 0 0 0 1.00 1.00 4 0 0 0 0 1 1 1.00 1.00 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 2 3 0 0 0 0 1.00 1.00 6 0 0 134 64 0 0 1.00 1.00 ------------------------------------------------------------------------ Based on unit time = 60 minutes. Flow Scale and Peak Hour Factor effects included in flow values.1 ARRB SIDRA 4.07 - Time and Date of Analysis 6:01 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R205BPT * Situacion base 2005 (punta tarde) Intersection No.: 2 Unsignalised Intersection

Table S.2 - MOVEMENT CAPACITY PARAMETERS ---------------------------------------------------------- Mov Arv Total Total Prac. Prac. Lane Deg. No. Flow Opng Cap. Deg. Spare Util Satn (veh Flow (veh Satn Cap. /h) (pcu/h) /h) xp (%) (%) x ---------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 166 0 1253 .80 504 100 .132 2 R 17 0 128 .80 502 100 .133 ---------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 3 L 17 378+ 517 .80 2333 100 .033 4 R 2 175+ 61 .80 2340 100 .033 ----------------------------------------------------------


WEST: Ruta G-260 (poniente) 5 L 5 200 34 .80 444 100 .147* 6 T 198 0 1350 .80 445 100 .147* ---------------------------------------------------------- + Percentage of exiting flow included in total opposing flow 1 ARRB SIDRA 4.07 - Time and Date of Analysis 6:01 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R205BPT * Situacion base 2005 (punta tarde) Intersection No.: 2 Unsignalised Intersection


Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 T .00 .0 0 .00 .0 0 3.32 50.0 82.1 2 R .00 .0 0 .00 .0 0 .28 60.0 81.5 ------------------------------------------------------------------------ NORTH WEST: Acceso a J. Olivares 3 L .01 2.6 8 .47 .4 3 .71 57.5 89.7 4 R .00 2.6 1 .47 .4 3 .10 38.9 91.9 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 L .00 2.2 0 .00 .8 7 .12 48.5 83.3 6 T .12 2.2 1 .00 .8 7 4.24 57.9 82.7 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 6:01 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R205BPT * Situacion base 2005 (punta tarde) Intersection No.: 2 Unsignalised Intersection



----------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 183 .00 .0 0 .00 3.60 50.8 82.0 15013.6 ----------------------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 19 .01 2.6 9 .47 .81 54.8 89.9 1708.6 ----------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 203 .12 2.2 1 .00 4.36 57.6 82.8 16800.9 ----------------------------------------------------------------------- ALL GROUPS: 405 .14 1.2 10 .02 8.78 54.2 82.8 33523.1 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 6:01 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R205BPT * Situacion base 2005 (punta tarde) Intersection No.: 2 Unsignalised Intersection

Table S.7 - LANE PERFORMANCE ---------------------------------------------------------------- Arv Back of Flow Cap Deg. Aver. Stop Q u e u e Short Lane Mov (veh (veh Satn Delay Rate ----------- Lane No. No. /h) /h) x (sec) (vehs) (m) (m) ---------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 TR 1, 183 1382 .132 .0 .00 .0 0 2 ---------------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 1 LR 3, 19 578 .033 2.6 .47 .4 3 4 ---------------------------------------------------------------- WEST: Ruta G-260 (poniente) 1 LT 5, 203 1384 .147 2.2 .00 .8 7 6 ---------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 6:01 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R205BPT * Situacion base 2005 (punta tarde) Intersection No.: 2 Unsignalised Intersection



EAST: Ruta G-260 (oriente) Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * ****** **** 1, 0 166 17 183 1850 1382 0 0 1382 .132 100 * * 2 *** * ------------------------------------------------------------------------------ NORTH WEST: Acceso a J. Olivares Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * ****** 3, 17 0 2 19 1850 578 0 2 578 .033 100 * 4 *** * ------------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * * ****** **** 5, 5 198 0 203 1850 1384 0 60 1384 .147 100 * 6 ------------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 6:01 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R205BPT * Situacion base 2005 (punta tarde) Intersection No.: 2 Unsignalised Intersection

Table S.10 - MOVEMENT CAPACITY AND PERFORMANCE SUMMARY ------------------------------------------------------------------ Aver. Stop Longest Perf. Mov Mov Arv Total Lane Deg. Delay Rate Queue Index No. Typ Flow Cap. Util Satn (veh (veh (sec) (veh) /h) /h) (%) x ------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 T 166 1253 100 .132 .0 .00 .0 3.32 2 R 17 128 100 .133 .0 .00 .0 .28 ------------------------------------------------------------------ NORTH WEST: Acceso a J. Olivares


3 L 17 517 100 .033 2.6 .47 .4 .71 4 R 2 61 100 .033 2.6 .47 .4 .10 ------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 L 5 34 100 .147* 2.2 .00 .8 .12 6 T 198 1350 100 .147* 2.2 .00 .8 4.24 ------------------------------------------------------------------

* Maximum degree of saturation Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 6:01 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R205BPT * Situacion base 2005 (punta tarde) Intersection No.: 2 Unsignalised Intersection

Table S.12 - FUEL CONSUMPTION, EMISSIONS AND COST ------------------------------------------------------------------------- Mov Fuel Consumption HC NOX CO CO2 COST No. Rate Total Total Total Total Total Total mL/km L/h g/h g/h g/h kg/h c/h ------------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 82.1 14 42 45 919 34 3168 2 R 81.5 1 4 5 79 3 292 ---------------------------------------------------------- ALL MOVS: 82.0 15 46 50 999 38 3460 ------------------------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 3 L 89.7 2 5 6 128 4 324 4 R 91.9 0 1 1 16 0 48 ---------------------------------------------------------- ALL MOVS: 89.9 2 5 7 144 4 372 ------------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 83.3 0 1 1 28 1 98 6 T 82.7 16 49 62 934 41 3512 ---------------------------------------------------------- ALL MOVS: 82.8 17 50 64 962 42 3611 ---------------------------------------------------------- INTERSECTION: 82.8 34 101 120 2105 84 7442 -------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 6:01 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R205BPT * Situacion base 2005 (punta tarde) Intersection No.: 2 Unsignalised Intersection



Mov Mov Total Total Deg. Prog. Aver. LOS No. Typ Flow Cap. of Factor Delay (veh (veh Satn /h) /h) (v/c) (sec) --------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 166 1253 .132 1.00 .0 A 2 R 17 128 .133 1.00 .0 A ------------------------------------------ ALL MOVS: 183 1381 .133 .0 A --------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 3 L 17 517 .033 1.00 2.6 A 4 R 2 61 .033 1.00 2.6 A ------------------------------------------ ALL MOVS: 19 578 .033 2.6 A --------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 5 34 .147* 1.00 2.2 A 6 T 198 1350 .147* 1.00 2.2 A ------------------------------------------ ALL MOVS: 203 1384 .147 2.2 A ------------------------------------------ INTERSECTION: 405 3344 .147 1.2 A ---------------------------------------------------------

Level of Service calculations are based on overall delay. * Maximum v/c ratio, or critical green periods 1 ARRB SIDRA 4.07 - Time and Date of Analysis 6:01 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R205BPT * Situacion base 2005 (punta tarde) Intersection No.: 2 Unsignalised Intersection





Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305BPM * Situacion base 2005 (punta manana) Intersection No.: 3 Unsignalised Intersection

Table S.0 - TRAFFIC FLOW DATA (Flows in veh/hour as used by the program) ------------------------------------------------------------------------ Mov Left Through Right Flow Peak No. --------- --------- --------- Scale Hour LV HV LV HV LV HV Factor ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 3 0 0 91 147 0 0 1.00 1.00 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 4 0 0 120 117 0 0 1.00 1.00 ------------------------------------------------------------------------ SOUTH WEST: Lazo surponiente 1 9 5 0 0 0 0 1.00 1.00 2 0 0 0 0 90 44 1.00 1.00 ------------------------------------------------------------------------ Based on unit time = 60 minutes. Flow Scale and Peak Hour Factor effects included in flow values.1 ARRB SIDRA 4.07 - Time and Date of Analysis 7:17 PM, 9 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305BPM * Situacion base 2005 (punta manana) Intersection No.: 3 Unsignalised Intersection

Table S.2 - MOVEMENT CAPACITY PARAMETERS ---------------------------------------------------------- Mov Arv Total Total Prac. Prac. Lane Deg. No. Flow Opng Cap. Deg. Spare Util Satn (veh Flow (veh Satn Cap. /h) (pcu/h) /h) xp (%) (%) x ---------------------------------------------------------- EAST: Ruta G-260 (oriente) 3 T 238 0 1144 .80 285 100 .208* ---------------------------------------------------------- WEST: Ruta G-260 (poniente) 4 T 237 0 1239 .80 318 100 .191 ---------------------------------------------------------- SOUTH WEST: Lazo surponiente 1 L 14 475 82 .80 369 100 .171 2 R 134 237 783 .80 367 100 .171 ----------------------------------------------------------


1 ARRB SIDRA 4.07 - Time and Date of Analysis 7:17 PM, 9 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305BPM * Situacion base 2005 (punta manana) Intersection No.: 3 Unsignalised Intersection


Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 3 T .00 .0 0 .00 .0 0 4.76 50.0 82.1 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 4 T .00 .0 0 .00 .0 0 4.74 50.0 82.1 ------------------------------------------------------------------------ SOUTH WEST: Lazo surponiente 1 L .01 1.4 4 .32 .3 3 .41 39.4 70.9 2 R .05 1.4 42 .32 .3 3 2.82 58.7 65.3 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 7:17 PM, 9 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305BPM * Situacion base 2005 (punta manana) Intersection No.: 3 Unsignalised Intersection

Table S.6 - INTERSECTION PERFORMANCE ----------------------------------------------------------------------- Total Total Aver. Total Stop Perf. Aver. FUEL Flow Delay Delay Stops Rate Index Speed Rate Total (veh/h) (veh-h/h)(sec) (veh/h) (km/h) (mL/km) (mL/h) ----------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 238 .00 .0 0 .00 4.76 50.0 82.1 19539.0 ----------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 237 .00 .0 0 .00 4.74 50.0 82.1 19456.9 -----------------------------------------------------------------------


SOUTH WEST: Lazo surponiente 148 .06 1.4 47 .32 3.23 56.1 65.8 9736.4 ----------------------------------------------------------------------- ALL GROUPS: 623 .06 .3 47 .08 12.73 51.3 78.2 48732.3 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 7:17 PM, 9 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305BPM * Situacion base 2005 (punta manana) Intersection No.: 3 Unsignalised Intersection

Table S.7 - LANE PERFORMANCE ---------------------------------------------------------------- Arv Back of Flow Cap Deg. Aver. Stop Q u e u e Short Lane Mov (veh (veh Satn Delay Rate ----------- Lane No. No. /h) /h) x (sec) (vehs) (m) (m) ---------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 3 238 1144 .208 .0 .00 .0 0 ---------------------------------------------------------------- WEST: Ruta G-260 (poniente) 1 T 4 237 1239 .191 .0 .00 .0 0 ---------------------------------------------------------------- SOUTH WEST: Lazo surponiente 1 LR 1, 148 864 .171 1.4 .32 .3 3 2 ---------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 7:17 PM, 9 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305BPM * Situacion base 2005 (punta manana) Intersection No.: 3 Unsignalised Intersection

Table S.8 - LANE FLOW AND CAPACITY INFORMATION ------------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x %

* *********** 3 0 238 0 238 1850 1144 0 0 1144 .208 100 *


------------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x %

* *********** 4 0 237 0 237 1850 1239 0 0 1239 .191 100 * ------------------------------------------------------------------------------ SOUTH WEST: Lazo surponiente Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * ****** 1, 14 0 134 148 1850 864 0 60 864 .171 100 * 2 *** * ------------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 7:17 PM, 9 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305BPM * Situacion base 2005 (punta manana) Intersection No.: 3 Unsignalised Intersection

Table S.10 - MOVEMENT CAPACITY AND PERFORMANCE SUMMARY ------------------------------------------------------------------ Aver. Stop Longest Perf. Mov Mov Arv Total Lane Deg. Delay Rate Queue Index No. Typ Flow Cap. Util Satn (veh (veh (sec) (veh) /h) /h) (%) x ------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 3 T 238 1144 100 .208* .0 .00 .0 4.76 ------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 4 T 237 1239 100 .191 .0 .00 .0 4.74 ------------------------------------------------------------------ SOUTH WEST: Lazo surponiente 1 L 14 82 100 .171 1.4 .32 .3 .41 2 R 134 783 100 .171 1.4 .32 .3 2.82 ------------------------------------------------------------------

* Maximum degree of saturation Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1


ARRB SIDRA 4.07 - Time and Date of Analysis 7:17 PM, 9 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305BPM * Situacion base 2005 (punta manana) Intersection No.: 3 Unsignalised Intersection

Table S.12 - FUEL CONSUMPTION, EMISSIONS AND COST ------------------------------------------------------------------------- Mov Fuel Consumption HC NOX CO CO2 COST No. Rate Total Total Total Total Total Total mL/km L/h g/h g/h g/h kg/h c/h ------------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 3 T 82.1 20 60 64 1318 49 4542 ---------------------------------------------------------- ALL MOVS: 82.1 20 60 64 1318 49 4542 ------------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 4 T 82.1 19 60 64 1313 49 4523 ---------------------------------------------------------- ALL MOVS: 82.1 19 60 64 1313 49 4523 ------------------------------------------------------------------------- SOUTH WEST: Lazo surponiente 1 L 70.9 1 4 1 59 2 301 2 R 65.3 9 36 16 408 22 2198 ---------------------------------------------------------- ALL MOVS: 65.8 10 40 17 467 24 2498 ---------------------------------------------------------- INTERSECTION: 78.2 49 160 145 3098 122 11564 -------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 7:17 PM, 9 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305BPM * Situacion base 2005 (punta manana) Intersection No.: 3 Unsignalised Intersection

Table S.15 - CAPACITY AND LEVEL OF SERVICE (HCM METHOD) --------------------------------------------------------- Mov Mov Total Total Deg. Prog. Aver. LOS No. Typ Flow Cap. of Factor Delay (veh (veh Satn /h) /h) (v/c) (sec) --------------------------------------------------------- EAST: Ruta G-260 (oriente) 3 T 238 1144 .208* 1.00 .0 A ------------------------------------------ ALL MOVS: 238 1144 .208 .0 A --------------------------------------------------------- WEST: Ruta G-260 (poniente) 4 T 237 1239 .191 1.00 .0 A ------------------------------------------ ALL MOVS: 237 1239 .191 .0 A ---------------------------------------------------------


SOUTH WEST: Lazo surponiente 1 L 14 82 .171 1.00 1.4 A 2 R 134 783 .171 1.00 1.4 A ------------------------------------------ ALL MOVS: 148 865 .171 1.4 A ------------------------------------------ INTERSECTION: 623 3247 .208 .3 A ---------------------------------------------------------

Level of Service calculations are based on overall delay. * Maximum v/c ratio, or critical green periods 1 ARRB SIDRA 4.07 - Time and Date of Analysis 7:17 PM, 9 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305BPM * Situacion base 2005 (punta manana) Intersection No.: 3 Unsignalised Intersection

DIAGNOSTIC REPORT ------------------------------------------------------------------------------ * Information about this run: Intersection Type: Unsignalised - Give Way Driving on the right-hand side of the road Input data specified in Metric units User level: Advanced Default Values File No. 30 Flow period (for performance): 60 minutes Unit time (for volumes): 60 minutes * Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. ------------------------------------------------------------------------------




Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305BPMD * Situacion base 2005 (punta mediodia) Intersection No.: 3 Unsignalised Intersection

Table S.0 - TRAFFIC FLOW DATA (Flows in veh/hour as used by the program) ------------------------------------------------------------------------ Mov Left Through Right Flow Peak No. --------- --------- --------- Scale Hour LV HV LV HV LV HV Factor ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 3 0 0 116 148 0 0 1.00 1.00 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 4 0 0 104 146 0 0 1.00 1.00 ------------------------------------------------------------------------ SOUTH WEST: Lazo surponiente 1 11 1 0 0 0 0 1.00 1.00 2 0 0 0 0 145 46 1.00 1.00 ------------------------------------------------------------------------ Based on unit time = 60 minutes. Flow Scale and Peak Hour Factor effects included in flow values.1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:00 PM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305BPMD * Situacion base 2005 (punta mediodia) Intersection No.: 3 Unsignalised Intersection

Table S.2 - MOVEMENT CAPACITY PARAMETERS ---------------------------------------------------------- Mov Arv Total Total Prac. Prac. Lane Deg. No. Flow Opng Cap. Deg. Spare Util Satn (veh Flow (veh Satn Cap. /h) (pcu/h) /h) xp (%) (%) x ---------------------------------------------------------- EAST: Ruta G-260 (oriente) 3 T 264 0 1185 .80 259 100 .223 ---------------------------------------------------------- WEST: Ruta G-260 (poniente) 4 T 250 0 1168 .80 274 100 .214 ---------------------------------------------------------- SOUTH WEST: Lazo surponiente 1 L 12 514 52 .80 247 100 .231 2 R 191 250 824 .80 245 100 .232* ----------------------------------------------------------


1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:00 PM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305BPMD * Situacion base 2005 (punta mediodia) Intersection No.: 3 Unsignalised Intersection


Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 3 T .00 .0 0 .00 .0 0 5.28 50.0 82.1 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 4 T .00 .0 0 .00 .0 0 5.00 50.0 82.1 ------------------------------------------------------------------------ SOUTH WEST: Lazo surponiente 1 L .01 1.5 4 .32 .4 3 .35 39.3 70.9 2 R .08 1.5 61 .32 .4 3 3.95 58.5 65.4 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:00 PM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305BPMD * Situacion base 2005 (punta mediodia) Intersection No.: 3 Unsignalised Intersection



SOUTH WEST: Lazo surponiente 203 .08 1.5 65 .32 4.30 56.9 65.7 13333.8 ----------------------------------------------------------------------- ALL GROUPS: 717 .08 .4 65 .09 14.58 51.8 77.4 55531.4 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:00 PM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305BPMD * Situacion base 2005 (punta mediodia) Intersection No.: 3 Unsignalised Intersection

Table S.7 - LANE PERFORMANCE ---------------------------------------------------------------- Arv Back of Flow Cap Deg. Aver. Stop Q u e u e Short Lane Mov (veh (veh Satn Delay Rate ----------- Lane No. No. /h) /h) x (sec) (vehs) (m) (m) ---------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 3 264 1185 .223 .0 .00 .0 0 ---------------------------------------------------------------- WEST: Ruta G-260 (poniente) 1 T 4 250 1168 .214 .0 .00 .0 0 ---------------------------------------------------------------- SOUTH WEST: Lazo surponiente 1 LR 1, 203 876 .232 1.5 .32 .4 3 2 ---------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:00 PM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305BPMD * Situacion base 2005 (punta mediodia) Intersection No.: 3 Unsignalised Intersection


* *********** 3 0 264 0 264 1850 1185 0 0 1185 .223 100 *



* *********** 4 0 250 0 250 1850 1168 0 0 1168 .214 100 * ------------------------------------------------------------------------------ SOUTH WEST: Lazo surponiente Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * ****** 1, 12 0 191 203 1850 876 0 60 876 .232 100 * 2 *** * ------------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:00 PM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305BPMD * Situacion base 2005 (punta mediodia) Intersection No.: 3 Unsignalised Intersection

Table S.10 - MOVEMENT CAPACITY AND PERFORMANCE SUMMARY ------------------------------------------------------------------ Aver. Stop Longest Perf. Mov Mov Arv Total Lane Deg. Delay Rate Queue Index No. Typ Flow Cap. Util Satn (veh (veh (sec) (veh) /h) /h) (%) x ------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 3 T 264 1185 100 .223 .0 .00 .0 5.28 ------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 4 T 250 1168 100 .214 .0 .00 .0 5.00 ------------------------------------------------------------------ SOUTH WEST: Lazo surponiente 1 L 12 52 100 .231 1.5 .32 .4 .35 2 R 191 824 100 .232* 1.5 .32 .4 3.95 ------------------------------------------------------------------



ARRB SIDRA 4.07 - Time and Date of Analysis 12:00 PM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305BPMD * Situacion base 2005 (punta mediodia) Intersection No.: 3 Unsignalised Intersection

Table S.12 - FUEL CONSUMPTION, EMISSIONS AND COST ------------------------------------------------------------------------- Mov Fuel Consumption HC NOX CO CO2 COST No. Rate Total Total Total Total Total Total mL/km L/h g/h g/h g/h kg/h c/h ------------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 3 T 82.1 22 67 71 1462 54 5038 ---------------------------------------------------------- ALL MOVS: 82.1 22 67 71 1462 54 5038 ------------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 4 T 82.1 21 63 67 1385 51 4771 ---------------------------------------------------------- ALL MOVS: 82.1 21 63 67 1385 51 4771 ------------------------------------------------------------------------- SOUTH WEST: Lazo surponiente 1 L 70.9 1 4 1 51 2 258 2 R 65.4 12 51 23 587 31 3138 ---------------------------------------------------------- ALL MOVS: 65.7 13 54 24 638 33 3396 ---------------------------------------------------------- INTERSECTION: 77.4 56 184 162 3485 139 13205 -------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:00 PM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305BPMD * Situacion base 2005 (punta mediodia) Intersection No.: 3 Unsignalised Intersection

Table S.15 - CAPACITY AND LEVEL OF SERVICE (HCM METHOD) --------------------------------------------------------- Mov Mov Total Total Deg. Prog. Aver. LOS No. Typ Flow Cap. of Factor Delay (veh (veh Satn /h) /h) (v/c) (sec) --------------------------------------------------------- EAST: Ruta G-260 (oriente) 3 T 264 1185 .223 1.00 .0 A ------------------------------------------ ALL MOVS: 264 1185 .223 .0 A --------------------------------------------------------- WEST: Ruta G-260 (poniente) 4 T 250 1168 .214 1.00 .0 A ------------------------------------------ ALL MOVS: 250 1168 .214 .0 A ---------------------------------------------------------


SOUTH WEST: Lazo surponiente 1 L 12 52 .231 1.00 1.5 A 2 R 191 824 .232* 1.00 1.5 A ------------------------------------------ ALL MOVS: 203 876 .232 1.5 A ------------------------------------------ INTERSECTION: 717 3229 .232 .4 A ---------------------------------------------------------

Level of Service calculations are based on overall delay. * Maximum v/c ratio, or critical green periods 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:00 PM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305BPMD * Situacion base 2005 (punta mediodia) Intersection No.: 3 Unsignalised Intersection





Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305BPT * Situacion base 2005 (punta tarde) Intersection No.: 3 Unsignalised Intersection

Table S.0 - TRAFFIC FLOW DATA (Flows in veh/hour as used by the program) ------------------------------------------------------------------------ Mov Left Through Right Flow Peak No. --------- --------- --------- Scale Hour LV HV LV HV LV HV Factor ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 3 0 0 109 96 0 0 1.00 1.00 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 4 0 0 158 89 0 0 1.00 1.00 ------------------------------------------------------------------------ SOUTH WEST: Lazo surponiente 1 5 1 0 0 0 0 1.00 1.00 2 0 0 0 0 683 37 1.00 1.00 ------------------------------------------------------------------------ Based on unit time = 60 minutes. Flow Scale and Peak Hour Factor effects included in flow values.1 ARRB SIDRA 4.07 - Time and Date of Analysis 7:32 PM, 9 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305BPT * Situacion base 2005 (punta tarde) Intersection No.: 3 Unsignalised Intersection



1 ARRB SIDRA 4.07 - Time and Date of Analysis 7:32 PM, 9 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305BPT * Situacion base 2005 (punta tarde) Intersection No.: 3 Unsignalised Intersection


Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 3 T .00 .0 0 .00 .0 0 4.10 50.0 82.1 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 4 T .00 .0 0 .00 .0 0 4.94 50.0 82.1 ------------------------------------------------------------------------ SOUTH WEST: Lazo surponiente 1 L .01 4.8 3 .51 1.2 8 .19 38.0 73.8 2 R .97 4.8 365 .51 1.2 8 16.23 55.5 69.8 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 7:32 PM, 9 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305BPT * Situacion base 2005 (punta tarde) Intersection No.: 3 Unsignalised Intersection



SOUTH WEST: Lazo surponiente 726 .98 4.8 369 .51 16.42 55.3 69.9 50729.2 ----------------------------------------------------------------------- ALL GROUPS: 1178 .98 3.0 369 .31 25.46 53.1 74.6 87836.9 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 7:32 PM, 9 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305BPT * Situacion base 2005 (punta tarde) Intersection No.: 3 Unsignalised Intersection

Table S.7 - LANE PERFORMANCE ---------------------------------------------------------------- Arv Back of Flow Cap Deg. Aver. Stop Q u e u e Short Lane Mov (veh (veh Satn Delay Rate ----------- Lane No. No. /h) /h) x (sec) (vehs) (m) (m) ---------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 3 205 1260 .163 .0 .00 .0 0 ---------------------------------------------------------------- WEST: Ruta G-260 (poniente) 1 T 4 247 1360 .182 .0 .00 .0 0 ---------------------------------------------------------------- SOUTH WEST: Lazo surponiente 1 LR 1, 726 926 .784 4.8 .51 1.2 8 2 ---------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 7:32 PM, 9 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305BPT * Situacion base 2005 (punta tarde) Intersection No.: 3 Unsignalised Intersection


* *********** 3 0 205 0 205 1850 1260 0 0 1260 .163 100 *



* *********** 4 0 247 0 247 1850 1360 0 0 1360 .182 100 * ------------------------------------------------------------------------------ SOUTH WEST: Lazo surponiente Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * ****** 1, 6 0 720 726 1850 926 0 60 926 .784 100 * 2 *** * ------------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 7:32 PM, 9 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305BPT * Situacion base 2005 (punta tarde) Intersection No.: 3 Unsignalised Intersection

Table S.10 - MOVEMENT CAPACITY AND PERFORMANCE SUMMARY ------------------------------------------------------------------ Aver. Stop Longest Perf. Mov Mov Arv Total Lane Deg. Delay Rate Queue Index No. Typ Flow Cap. Util Satn (veh (veh (sec) (veh) /h) /h) (%) x ------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 3 T 205 1260 100 .163 .0 .00 .0 4.10 ------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 4 T 247 1360 100 .182 .0 .00 .0 4.94 ------------------------------------------------------------------ SOUTH WEST: Lazo surponiente 1 L 6 8 100 .750 4.8 .51 1.2 .19 2 R 720 918 100 .784* 4.8 .51 1.2 16.23 ------------------------------------------------------------------



ARRB SIDRA 4.07 - Time and Date of Analysis 7:32 PM, 9 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305BPT * Situacion base 2005 (punta tarde) Intersection No.: 3 Unsignalised Intersection

Table S.12 - FUEL CONSUMPTION, EMISSIONS AND COST ------------------------------------------------------------------------- Mov Fuel Consumption HC NOX CO CO2 COST No. Rate Total Total Total Total Total Total mL/km L/h g/h g/h g/h kg/h c/h ------------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 3 T 82.1 17 52 55 1135 42 3912 ---------------------------------------------------------- ALL MOVS: 82.1 17 52 55 1135 42 3912 ------------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 4 T 82.1 20 62 66 1368 51 4714 ---------------------------------------------------------- ALL MOVS: 82.1 20 62 66 1368 51 4714 ------------------------------------------------------------------------- SOUTH WEST: Lazo surponiente 1 L 73.8 0 2 1 29 1 135 2 R 69.8 50 207 110 3128 126 12776 ---------------------------------------------------------- ALL MOVS: 69.9 51 209 111 3157 127 12911 ---------------------------------------------------------- INTERSECTION: 74.6 88 323 232 5660 220 21537 -------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 7:32 PM, 9 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305BPT * Situacion base 2005 (punta tarde) Intersection No.: 3 Unsignalised Intersection



SOUTH WEST: Lazo surponiente 1 L 6 8 .750 1.00 4.8 A 2 R 720 918 .784* 1.00 4.8 A ------------------------------------------ ALL MOVS: 726 926 .784 4.8 A ------------------------------------------ INTERSECTION: 1178 3546 .784 3.0 A ---------------------------------------------------------

Level of Service calculations are based on overall delay. * Maximum v/c ratio, or critical green periods 1 ARRB SIDRA 4.07 - Time and Date of Analysis 7:32 PM, 9 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305BPT * Situacion base 2005 (punta tarde) Intersection No.: 3 Unsignalised Intersection





Rotonda frente calle Antofagasta * R405BPM * Situacion base 2005 (punta manana) Intersection No.: 4 Roundabout

Table S.0 - TRAFFIC FLOW DATA (Flows in veh/hour as used by the program) ------------------------------------------------------------------------ Mov Left Through Right Flow Peak No. --------- --------- --------- Scale Hour LV HV LV HV LV HV Factor ------------------------------------------------------------------------ EAST: Avda. Rinconada oriente 3 27 8 0 0 0 0 1.00 1.00 41 0 0 135 45 0 0 1.00 1.00 42 0 0 0 0 1240 36 1.00 1.00 ------------------------------------------------------------------------ WEST: Avda. Rinconada Poniente 7 45 44 0 0 0 0 1.00 1.00 5 0 0 142 63 0 0 1.00 1.00 6 0 0 0 0 31 39 1.00 1.00 ------------------------------------------------------------------------ SOUTH WEST: Calle Antofagasta 1 0 0 208 35 0 0 1.00 1.00 2 0 0 0 0 36 5 1.00 1.00 ------------------------------------------------------------------------ Based on unit time = 60 minutes. Flow Scale and Peak Hour Factor effects included in flow values.

Table R.0 - ROUNDABOUT BASIC PARAMETERS ----------------------------------------------------------------------------- Circulating/Exiting Stream Cent Circ Insc No.of No.of Av.Ent ---------------------------------- Island Width Diam. Circ. Entry Lane Flow %HV Adjust. %Exit Cap. Diam Lanes Lanes Width (veh/ Flow Incl. Constr. (m) (m) (m) (m) h) (pcu/h) Effect ----------------------------------------------------------------------------- EAST: Avda. Rinconada oriente 18 7 32 2 2 3.50 300 .0 300 0 N ----------------------------------------------------------------------------- WEST: Avda. Rinconada Poniente 18 7 32 2 2 3.50 300 .0 300 0 N ----------------------------------------------------------------------------- SOUTH WEST: Calle Antofagasta 18 7 32 2 1 3.50 294 36.4 386 0 N -----------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 2:46 PM, 8 Oct 2005



Table R.1 - ROUNDABOUT GAP ACCEPTANCE PARAMETERS --------------------------------------------------------------------- Turn Lane Lane Circ/ Intra- Prop. Critical Follow No. Type Exit Bunch Bunched Gap Up Flow Headway Vehicles (s) Headway (pcu/h) (s) (s) --------------------------------------------------------------------- EAST: Avda. Rinconada oriente Left 1 Subdominant 300 1.0 .313 5.67 3.19 Thru 1 Subdominant 300 1.0 .313 5.67 3.19 Right 1 Subdominant 0 1.0 1.000 .00U .00U 2 Dominant 394 1.0 .332 4.59 2.63 --------------------------------------------------------------------- WEST: Avda. Rinconada Poniente Left 1 Subdominant 300 1.0 .313 4.91 2.76 Thru 1 Subdominant 300 1.0 .313 4.91 2.76 2 Dominant 300 1.0 .313 4.74 2.66 Right 2 Dominant 0 1.0 1.000 .00U .00U --------------------------------------------------------------------- SOUTH WEST: Calle Antofagasta Thru 1 Dominant 300 1.0 .313 5.44 3.06 Right 1 Dominant 386 1.0 .330 5.30 3.02 --------------------------------------------------------------------- U User specified critical gap or follow-up headway for an entry stream 1 ARRB SIDRA 4.07 - Time and Date of Analysis 2:46 PM, 8 Oct 2005 Rotonda frente calle Antofagasta * R405BPM * Situacion base 2005 (punta manana) Intersection No.: 4 Roundabout

Table S.2 - MOVEMENT CAPACITY PARAMETERS ---------------------------------------------------------- Mov Arv Total Total Prac. Prac. Lane Deg. No. Flow Opng Cap. Deg. Spare Util Satn (veh Flow (veh Satn Cap. /h) (pcu/h) /h) xp (%) (%) x ---------------------------------------------------------- EAST: Avda. Rinconada oriente 3 L 35 300 52 .85 26 67 .673 41 T 446E 300 661 .85 26 67 .674 42 R 1010 394 1010 .85 -15 100 1.000* ---------------------------------------------------------- WEST: Avda. Rinconada Poniente 7 L 89 300 413 .85 294 100 .215 5 T 205 300 952 .85 295 100 .215 6 R 70 0 325 .85 295 100 .215 ---------------------------------------------------------- SOUTH WEST: Calle Antofagasta


2 R 41 386 118 .85 145 100 .347 1 T 243 300 699 .85 145 100 .348 ---------------------------------------------------------- E "Excess" flow from the short lane of an adjacent movement added to normal flow 1 ARRB SIDRA 4.07 - Time and Date of Analysis 2:46 PM, 8 Oct 2005 Rotonda frente calle Antofagasta * R405BPM * Situacion base 2005 (punta manana) Intersection No.: 4 Roundabout

Table S.3 - INTERSECTION PARAMETERS ----------------------------------------------------------------------- Degree of Saturation (Highest) = 1.000 Practical Spare Capacity (Lowest) = -15 % Total Vehicle Flow = 2139 Total Vehicle Capacity (all lanes) = 4230 -----------------------------------------------------------------------

Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Avda. Rinconada oriente 3 L 1.38 141.7 24 .68 28.1 190 3.73 4.5 231.7 41 T 17.54 141.7 301 .68 28.1 190 47.45 4.5 231.7 42 R 13.43 47.9 1010 1.00 8.1 50 32.20 10.9 216.4 ------------------------------------------------------------------------ WEST: Avda. Rinconada Poniente 7 L .03 1.3 25 .28 .3 2 .76 37.4 104.5 5 T .77 13.4 80 .39 5.3 44 5.79 22.9 111.9 6 R .39 20.1 31 .45 5.3 44 2.73 18.9 116.0 ------------------------------------------------------------------------ SOUTH WEST: Calle Antofagasta 2 R .02 1.9 13 .32 .4 3 .36 36.1 105.5 1 T .13 1.9 78 .32 .4 3 2.16 36.1 105.5 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 2:46 PM, 8 Oct 2005 Rotonda frente calle Antofagasta * R405BPM * Situacion base 2005 (punta manana) Intersection No.: 4 Roundabout

Table S.6 - INTERSECTION PERFORMANCE ----------------------------------------------------------------------- Total Total Aver. Total Stop Perf. Aver. FUEL


Flow Delay Delay Stops Rate Index Speed Rate Total (veh/h) (veh-h/h)(sec) (veh/h) (km/h) (mL/km) (mL/h) ----------------------------------------------------------------------- EAST: Avda. Rinconada oriente 1491 32.35 78.1 1335 .90 83.38 7.5 221.4 66010.1 ----------------------------------------------------------------------- WEST: Avda. Rinconada Poniente 364 1.19 11.8 137 .38 9.29 24.2 110.9 8072.4 ----------------------------------------------------------------------- SOUTH WEST: Calle Antofagasta 284 .15 1.9 91 .32 2.52 36.1 105.5 5990.8 ----------------------------------------------------------------------- ALL GROUPS: 2139 33.69 56.7 1563 .73 95.19 9.6 187.2 80073.3 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 2:46 PM, 8 Oct 2005 Rotonda frente calle Antofagasta * R405BPM * Situacion base 2005 (punta manana) Intersection No.: 4 Roundabout

Table S.7 - LANE PERFORMANCE ---------------------------------------------------------------- Arv Back of Flow Cap Deg. Aver. Stop Q u e u e Short Lane Mov (veh (veh Satn Delay Rate ----------- Lane No. No. /h) /h) x (sec) (vehs) (m) (m) ---------------------------------------------------------------- EAST: Avda. Rinconada oriente 1 LTR 3, 481 713 .674 141.7 .68 28.1 190 41 2 R 41, 1010 1010 1.000 47.9 1.00 8.1 50< 50 42 ---------------------------------------------------------------- WEST: Avda. Rinconada Poniente 1 LT 7, 161 750 .215 1.3 .28 .3 2 5 2 TR 5, 203 940 .215 20.1 .45 5.3 44 6 ---------------------------------------------------------------- SOUTH WEST: Calle Antofagasta 1 TR 1, 284 817 .348 1.9 .32 .4 3 2 ---------------------------------------------------------------- < Short lane capacity is reached and there is excess flow into an adjacent lane Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1


ARRB SIDRA 4.07 - Time and Date of Analysis 2:46 PM, 8 Oct 2005 Rotonda frente calle Antofagasta * R405BPM * Situacion base 2005 (punta manana) Intersection No.: 4 Roundabout

Table S.8 - LANE FLOW AND CAPACITY INFORMATION ------------------------------------------------------------------------------ EAST: Avda. Rinconada oriente Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * * ****** **** 3, 35 180 266E 481 1850 713 0 60 713 .674 67 * * 41 Prog *** * ****** 41, 0 0 1010 1010 1850 1010 0 60 1010 1.000 100 * 42 *** * ------------------------------------------------------------------------------ WEST: Avda. Rinconada Poniente Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * * ****** **** 7, 89 72 0 161 1850 750 0 60 750 .215 100 * 5 * ****** **** 5, 0 133 70 203 1850 940 0 0 940 .215 100 * * 6 *** * ------------------------------------------------------------------------------ SOUTH WEST: Calle Antofagasta Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * ****** **** 1, 0 243 41 284 1850 817 0 41 817 .348 100 * * 2 *** * ------------------------------------------------------------------------------ E "Excess" flow from the short lane of an adjacent movement Prog Lane under-utilisation found by the "Program"


1 ARRB SIDRA 4.07 - Time and Date of Analysis 2:46 PM, 8 Oct 2005 Rotonda frente calle Antofagasta * R405BPM * Situacion base 2005 (punta manana) Intersection No.: 4 Roundabout

Table S.10 - MOVEMENT CAPACITY AND PERFORMANCE SUMMARY ------------------------------------------------------------------ Aver. Stop Longest Perf. Mov Mov Arv Total Lane Deg. Delay Rate Queue Index No. Typ Flow Cap. Util Satn (veh (veh (sec) (veh) /h) /h) (%) x ------------------------------------------------------------------ EAST: Avda. Rinconada oriente 3 L 35 52 67 .673 141.7 .68 28.1 3.73 41 T 446E 661 67 .674 141.7 .68 28.1 47.45 42 R 1010E 1010 100 1.000* 47.9 1.00 8.1 32.20 ------------------------------------------------------------------ WEST: Avda. Rinconada Poniente 7 L 89 413 100 .215 1.3 .28 .3 .76 5 T 205 952 100 .215 13.4 .39 5.3 5.79 6 R 70 325 100 .215 20.1 .45 5.3 2.73 ------------------------------------------------------------------ SOUTH WEST: Calle Antofagasta 2 R 41 118 100 .347 1.9 .32 .4 .36 1 T 243 699 100 .348 1.9 .32 .4 2.16 ------------------------------------------------------------------ E "Excess" flow from the short lane of an adjacent movement added to normal flow

* Maximum degree of saturation Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 2:46 PM, 8 Oct 2005 Rotonda frente calle Antofagasta * R405BPM * Situacion base 2005 (punta manana) Intersection No.: 4 Roundabout

Table S.12 - FUEL CONSUMPTION, EMISSIONS AND COST ------------------------------------------------------------------------- Mov Fuel Consumption HC NOX CO CO2 COST No. Rate Total Total Total Total Total Total mL/km L/h g/h g/h g/h kg/h c/h ------------------------------------------------------------------------- EAST: Avda. Rinconada oriente 3 L 231.7 2 7 5 150 4 563 41 T 231.7 21 90 63 1911 52 7165 42 R 216.4 44 188 157 4899 109 14322 ----------------------------------------------------------


ALL MOVS: 221.4 66 285 226 6960 165 22049 ------------------------------------------------------------------------- WEST: Avda. Rinconada Poniente 7 L 104.5 2 7 6 183 5 497 5 T 111.9 5 17 16 484 11 1243 6 R 116.0 2 6 6 177 4 443 ---------------------------------------------------------- ALL MOVS: 110.9 8 29 28 845 20 2182 ------------------------------------------------------------------------- SOUTH WEST: Calle Antofagasta 2 R 105.5 1 3 3 88 2 230 1 T 105.5 5 18 18 522 13 1361 ---------------------------------------------------------- ALL MOVS: 105.5 6 21 21 611 15 1591 ---------------------------------------------------------- INTERSECTION: 187.2 80 336 275 8416 200 25823 -------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 2:46 PM, 8 Oct 2005 Rotonda frente calle Antofagasta * R405BPM * Situacion base 2005 (punta manana) Intersection No.: 4 Roundabout

Table S.15 - CAPACITY AND LEVEL OF SERVICE (HCM METHOD) --------------------------------------------------------- Mov Mov Total Total Deg. Prog. Aver. LOS No. Typ Flow Cap. of Factor Delay (veh (veh Satn /h) /h) (v/c) (sec) --------------------------------------------------------- EAST: Avda. Rinconada oriente 3 L 35 52 .673 1.00 141.7 F 41 T 446E 661 .674 1.00 141.7 F 42 R 1010E 1010 1.000* 1.00 47.9 D ------------------------------------------ ALL MOVS: 1491 1723 1.000 78.1 F --------------------------------------------------------- WEST: Avda. Rinconada Poniente 7 L 89 413 .215 1.00 1.3 A 5 T 205 952 .215 1.00 13.4 B 6 R 70 325 .215 1.00 20.1 C ------------------------------------------ ALL MOVS: 364 1690 .215 11.8 B --------------------------------------------------------- SOUTH WEST: Calle Antofagasta 2 R 41 118 .347 1.00 1.9 A 1 T 243 699 .348 1.00 1.9 A ------------------------------------------ ALL MOVS: 284 817 .348 1.9 A ------------------------------------------ INTERSECTION: 2139 4230 1.000 56.7 E ---------------------------------------------------------

Level of Service calculations are based on overall delay.


* Maximum v/c ratio, or critical green periods 1 ARRB SIDRA 4.07 - Time and Date of Analysis 2:46 PM, 8 Oct 2005 Rotonda frente calle Antofagasta * R405BPM * Situacion base 2005 (punta manana) Intersection No.: 4 Roundabout

DIAGNOSTIC REPORT ------------------------------------------------------------------------------ * Information about this run: Intersection Type: Roundabout Driving on the right-hand side of the road Input data specified in Metric units User level: Advanced Default Values File No. 30 Flow period (for performance): 60 minutes Unit time (for volumes): 60 minutes * Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. ------------------------------------------------------------------------------




Rotonda frente calle Antofagasta * R405BPMD * Situacion base 2005 (punta mediodia) Intersection No.: 4 Roundabout





Table R.1 - ROUNDABOUT GAP ACCEPTANCE PARAMETERS --------------------------------------------------------------------- Turn Lane Lane Circ/ Intra- Prop. Critical Follow No. Type Exit Bunch Bunched Gap Up Flow Headway Vehicles (s) Headway (pcu/h) (s) (s) --------------------------------------------------------------------- EAST: Avda. Rinconada oriente Left 1 Dominant 300 1.0 .313 4.74 2.66 Thru 1 Dominant 300 1.0 .313 4.74 2.66 2 Subdominant 300 1.0 .313 4.82 2.71 Right 2 Subdominant 368 1.0 .327 4.74 2.70 --------------------------------------------------------------------- WEST: Avda. Rinconada Poniente Left 1 Subdominant 300 1.0 .313 5.06 2.84 Thru 1 Subdominant 300 1.0 .313 5.06 2.84 2 Dominant 300 1.0 .313 4.74 2.66 Right 2 Dominant 0 1.0 1.000 .00U .00U --------------------------------------------------------------------- SOUTH WEST: Calle Antofagasta Thru 1 Dominant 300 1.0 .313 5.44 3.06 Right 1 Dominant 551 1.0 .365 5.03 2.96 --------------------------------------------------------------------- U User specified critical gap or follow-up headway for an entry stream 1 ARRB SIDRA 4.07 - Time and Date of Analysis 2:47 PM, 8 Oct 2005 Rotonda frente calle Antofagasta * R405BPMD * Situacion base 2005 (punta mediodia) Intersection No.: 4 Roundabout

Table S.2 - MOVEMENT CAPACITY PARAMETERS ---------------------------------------------------------- Mov Arv Total Total Prac. Prac. Lane Deg. No. Flow Opng Cap. Deg. Spare Util Satn (veh Flow (veh Satn Cap. /h) (pcu/h) /h) xp (%) (%) x ---------------------------------------------------------- EAST: Avda. Rinconada oriente 3 L 37 300 168 .85 286 100 .220 41 T 161 300 733 .85 287 100 .220 42 R 156 368 710 .85 287 100 .220 ---------------------------------------------------------- WEST: Avda. Rinconada Poniente 7 L 127 300 434 .85 190 100 .293* 5 T 263 300 900 .85 191 100 .292 6 R 55 0 188 .85 191 100 .293* ---------------------------------------------------------- SOUTH WEST: Calle Antofagasta


2 R 48 551 200 .85 254 100 .240 1 T 90 300 375 .85 254 100 .240 ----------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 2:47 PM, 8 Oct 2005 Rotonda frente calle Antofagasta * R405BPMD * Situacion base 2005 (punta mediodia) Intersection No.: 4 Roundabout


Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Avda. Rinconada oriente 3 L .01 1.2 10 .28 .3 2 .31 37.5 103.0 41 T .05 1.2 45 .28 .3 3 1.35 37.5 103.1 42 R .07 1.5 51 .32 .3 3 1.42 36.9 105.6 ------------------------------------------------------------------------ WEST: Avda. Rinconada Poniente 7 L .05 1.5 37 .29 .3 3 1.07 36.9 107.1 5 T .62 8.4 93 .35 2.6 21 4.55 27.3 110.0 6 R .16 10.3 20 .37 2.6 21 1.08 25.5 110.8 ------------------------------------------------------------------------ SOUTH WEST: Calle Antofagasta 2 R .03 2.1 18 .37 .3 3 .48 35.9 110.2 1 T .05 2.1 33 .37 .3 3 .90 35.9 110.1 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 2:47 PM, 8 Oct 2005 Rotonda frente calle Antofagasta * R405BPMD * Situacion base 2005 (punta mediodia) Intersection No.: 4 Roundabout



----------------------------------------------------------------------- EAST: Avda. Rinconada oriente 354 .13 1.3 106 .30 3.09 37.2 104.2 7377.7 ----------------------------------------------------------------------- WEST: Avda. Rinconada Poniente 445 .82 6.7 150 .34 6.71 29.2 109.3 9724.5 ----------------------------------------------------------------------- SOUTH WEST: Calle Antofagasta 138 .08 2.1 51 .37 1.38 35.9 110.1 3040.1 ----------------------------------------------------------------------- ALL GROUPS: 937 1.04 4.0 307 .33 11.17 32.8 107.5 20142.2 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 2:47 PM, 8 Oct 2005 Rotonda frente calle Antofagasta * R405BPMD * Situacion base 2005 (punta mediodia) Intersection No.: 4 Roundabout

Table S.7 - LANE PERFORMANCE ---------------------------------------------------------------- Arv Back of Flow Cap Deg. Aver. Stop Q u e u e Short Lane Mov (veh (veh Satn Delay Rate ----------- Lane No. No. /h) /h) x (sec) (vehs) (m) (m) ---------------------------------------------------------------- EAST: Avda. Rinconada oriente 1 LT 3, 189 861 .220 1.2 .28 .3 2 41 2 TR 41, 165 750 .220 1.5 .32 .3 3 50 42 ---------------------------------------------------------------- WEST: Avda. Rinconada Poniente 1 LT 7, 182 623 .292 1.5 .29 .3 3 5 2 TR 5, 263 899 .292 10.3 .37 2.6 21 6 ---------------------------------------------------------------- SOUTH WEST: Calle Antofagasta 1 TR 1, 138 575 .240 2.1 .37 .3 3 2 ---------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 2:47 PM, 8 Oct 2005 Rotonda frente calle Antofagasta * R405BPMD * Situacion base 2005 (punta mediodia) Intersection No.: 4 Roundabout


Table S.8 - LANE FLOW AND CAPACITY INFORMATION ------------------------------------------------------------------------------ EAST: Avda. Rinconada oriente Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * * ****** **** 3, 37 152 0 189 1850 861 0 60 861 .220 100 * 41 * ****** **** 41, 0 9 156 165 1850 750 0 60 750 .220 100 * * 42 *** * ------------------------------------------------------------------------------ WEST: Avda. Rinconada Poniente Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * * ****** **** 7, 127 55 0 182 1850 623 0 60 623 .292 100 * 5 * ****** **** 5, 0 208 55 263 1850 899 0 0 899 .292 100 * * 6 *** * ------------------------------------------------------------------------------ SOUTH WEST: Calle Antofagasta Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * ****** **** 1, 0 90 48 138 1850 575 0 48 575 .240 100 * * 2 *** * ------------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 2:47 PM, 8 Oct 2005 Rotonda frente calle Antofagasta * R405BPMD * Situacion base 2005 (punta mediodia) Intersection No.: 4 Roundabout

Table S.10 - MOVEMENT CAPACITY AND PERFORMANCE SUMMARY


------------------------------------------------------------------ Aver. Stop Longest Perf. Mov Mov Arv Total Lane Deg. Delay Rate Queue Index No. Typ Flow Cap. Util Satn (veh (veh (sec) (veh) /h) /h) (%) x ------------------------------------------------------------------ EAST: Avda. Rinconada oriente 3 L 37 168 100 .220 1.2 .28 .3 .31 41 T 161 733 100 .220 1.2 .28 .3 1.35 42 R 156 710 100 .220 1.5 .32 .3 1.42 ------------------------------------------------------------------ WEST: Avda. Rinconada Poniente 7 L 127 434 100 .293* 1.5 .29 .3 1.07 5 T 263 900 100 .292 8.4 .35 2.6 4.55 6 R 55 188 100 .293* 10.3 .37 2.6 1.08 ------------------------------------------------------------------ SOUTH WEST: Calle Antofagasta 2 R 48 200 100 .240 2.1 .37 .3 .48 1 T 90 375 100 .240 2.1 .37 .3 .90 ------------------------------------------------------------------

* Maximum degree of saturation Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 2:47 PM, 8 Oct 2005 Rotonda frente calle Antofagasta * R405BPMD * Situacion base 2005 (punta mediodia) Intersection No.: 4 Roundabout

Table S.12 - FUEL CONSUMPTION, EMISSIONS AND COST ------------------------------------------------------------------------- Mov Fuel Consumption HC NOX CO CO2 COST No. Rate Total Total Total Total Total Total mL/km L/h g/h g/h g/h kg/h c/h ------------------------------------------------------------------------- EAST: Avda. Rinconada oriente 3 L 103.0 1 3 3 75 2 202 41 T 103.1 3 12 11 328 8 880 42 R 105.6 3 12 11 336 8 875 ---------------------------------------------------------- ALL MOVS: 104.2 7 26 25 740 18 1957 ------------------------------------------------------------------------- WEST: Avda. Rinconada Poniente 7 L 107.1 3 10 9 266 7 738 5 T 110.0 6 21 20 595 14 1567 6 R 110.8 1 4 4 127 3 330 ---------------------------------------------------------- ALL MOVS: 109.3 10 35 33 988 24 2634 ------------------------------------------------------------------------- SOUTH WEST: Calle Antofagasta 2 R 110.2 1 4 4 110 3 286


1 T 110.1 2 7 7 206 5 535 ---------------------------------------------------------- ALL MOVS: 110.1 3 11 11 315 8 821 ---------------------------------------------------------- INTERSECTION: 107.5 20 72 69 2043 50 5412 -------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 2:47 PM, 8 Oct 2005 Rotonda frente calle Antofagasta * R405BPMD * Situacion base 2005 (punta mediodia) Intersection No.: 4 Roundabout

Table S.15 - CAPACITY AND LEVEL OF SERVICE (HCM METHOD) --------------------------------------------------------- Mov Mov Total Total Deg. Prog. Aver. LOS No. Typ Flow Cap. of Factor Delay (veh (veh Satn /h) /h) (v/c) (sec) --------------------------------------------------------- EAST: Avda. Rinconada oriente 3 L 37 168 .220 1.00 1.2 A 41 T 161 733 .220 1.00 1.2 A 42 R 156 710 .220 1.00 1.5 A ------------------------------------------ ALL MOVS: 354 1611 .220 1.3 A --------------------------------------------------------- WEST: Avda. Rinconada Poniente 7 L 127 434 .293* 1.00 1.5 A 5 T 263 900 .292 1.00 8.4 B 6 R 55 188 .293* 1.00 10.3 B ------------------------------------------ ALL MOVS: 445 1522 .293 6.7 B --------------------------------------------------------- SOUTH WEST: Calle Antofagasta 2 R 48 200 .240 1.00 2.1 A 1 T 90 375 .240 1.00 2.1 A ------------------------------------------ ALL MOVS: 138 575 .240 2.1 A ------------------------------------------ INTERSECTION: 937 3708 .293 4.0 A ---------------------------------------------------------

Level of Service calculations are based on overall delay. * Maximum v/c ratio, or critical green periods 1 ARRB SIDRA 4.07 - Time and Date of Analysis 2:47 PM, 8 Oct 2005 Rotonda frente calle Antofagasta * R405BPMD * Situacion base 2005 (punta mediodia) Intersection No.: 4 Roundabout

DIAGNOSTIC REPORT ------------------------------------------------------------------------------


* Information about this run: Intersection Type: Roundabout Driving on the right-hand side of the road Input data specified in Metric units User level: Advanced Default Values File No. 30 Flow period (for performance): 60 minutes Unit time (for volumes): 60 minutes * Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. ------------------------------------------------------------------------------




Rotonda frente calle Antofagasta * R405BPT * Situacion base 2005 (punta tarde) Intersection No.: 4 Roundabout





Table R.1 - ROUNDABOUT GAP ACCEPTANCE PARAMETERS --------------------------------------------------------------------- Turn Lane Lane Circ/ Intra- Prop. Critical Follow No. Type Exit Bunch Bunched Gap Up Flow Headway Vehicles (s) Headway (pcu/h) (s) (s) --------------------------------------------------------------------- EAST: Avda. Rinconada oriente Left 1 Subdominant 300 1.0 .313 4.74 2.66D Thru 1 Subdominant 300 1.0 .313 4.74 2.66D 2 Dominant 300 1.0 .313 4.74 2.66 Right 2 Dominant 288 1.0 .310 4.75 2.67 --------------------------------------------------------------------- WEST: Avda. Rinconada Poniente Left 1 Subdominant 300 1.0 .313 4.90 2.76 Thru 1 Subdominant 300 1.0 .313 4.90 2.76 2 Dominant 300 1.0 .313 4.74 2.66 Right 2 Dominant 0 1.0 1.000 .00U .00U --------------------------------------------------------------------- SOUTH WEST: Calle Antofagasta Thru 1 Dominant 300 1.0 .313 5.44 3.06 Right 1 Dominant 874 1.0 .432 4.53 2.83 --------------------------------------------------------------------- U User specified critical gap or follow-up headway for an entry stream D Subdominant lane follow-up headway was calculated as less than the dominant lane value and was set to the dominant lane value 1 ARRB SIDRA 4.07 - Time and Date of Analysis 2:48 PM, 8 Oct 2005 Rotonda frente calle Antofagasta * R405BPT * Situacion base 2005 (punta tarde) Intersection No.: 4 Roundabout

Table S.2 - MOVEMENT CAPACITY PARAMETERS ---------------------------------------------------------- Mov Arv Total Total Prac. Prac. Lane Deg. No. Flow Opng Cap. Deg. Spare Util Satn (veh Flow (veh Satn Cap. /h) (pcu/h) /h) xp (%) (%) x ---------------------------------------------------------- EAST: Avda. Rinconada oriente 3 L 84 300 372 .85 276 100 .226 41 T 138 300 611 .85 276 100 .226 42 R 200 288 885 .85 276 100 .226 ---------------------------------------------------------- WEST: Avda. Rinconada Poniente 7 L 75 300 160 .85 81 100 .469 5 T 725 300 1543 .85 81 100 .470* 6 R 146 0 311 .85 81 100 .469


---------------------------------------------------------- SOUTH WEST: Calle Antofagasta 2 R 58 874 201 .85 195 100 .289 1 T 112 300 388 .85 194 100 .289 ----------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 2:48 PM, 8 Oct 2005 Rotonda frente calle Antofagasta * R405BPT * Situacion base 2005 (punta tarde) Intersection No.: 4 Roundabout


Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Avda. Rinconada oriente 3 L .03 1.2 23 .28 .3 2 .70 37.5 102.4 41 T .05 1.2 38 .27 .3 2 1.15 37.5 102.3 42 R .06 1.2 53 .27 .3 2 1.65 37.6 102.0 ------------------------------------------------------------------------ WEST: Avda. Rinconada Poniente 7 L .04 1.9 23 .31 .5 3 .63 36.2 104.7 5 T 2.33 11.6 268 .37 6.3 43 12.41 24.3 115.3 6 R .83 20.5 61 .42 6.3 43 3.67 18.7 124.7 ------------------------------------------------------------------------ SOUTH WEST: Calle Antofagasta 2 R .04 2.8 26 .44 .5 4 .63 34.6 112.3 1 T .09 2.8 49 .44 .5 4 1.22 34.6 112.2 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 2:48 PM, 8 Oct 2005 Rotonda frente calle Antofagasta * R405BPT * Situacion base 2005 (punta tarde) Intersection No.: 4 Roundabout



Flow Delay Delay Stops Rate Index Speed Rate Total (veh/h) (veh-h/h)(sec) (veh/h) (km/h) (mL/km) (mL/h) ----------------------------------------------------------------------- EAST: Avda. Rinconada oriente 422 .14 1.2 114 .27 3.50 37.5 102.2 8626.0 ----------------------------------------------------------------------- WEST: Avda. Rinconada Poniente 946 3.20 12.2 353 .37 16.71 23.9 115.9 21925.5 ----------------------------------------------------------------------- SOUTH WEST: Calle Antofagasta 170 .13 2.8 75 .44 1.85 34.6 112.3 3816.6 ----------------------------------------------------------------------- ALL GROUPS: 1538 3.47 8.1 542 .35 22.06 27.6 111.7 34368.1 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 2:48 PM, 8 Oct 2005 Rotonda frente calle Antofagasta * R405BPT * Situacion base 2005 (punta tarde) Intersection No.: 4 Roundabout

Table S.7 - LANE PERFORMANCE ---------------------------------------------------------------- Arv Back of Flow Cap Deg. Aver. Stop Q u e u e Short Lane Mov (veh (veh Satn Delay Rate ----------- Lane No. No. /h) /h) x (sec) (vehs) (m) (m) ---------------------------------------------------------------- EAST: Avda. Rinconada oriente 1 LT 3, 210 929 .226 1.2 .28 .3 2 41 2 TR 41, 212 939 .226 1.2 .27 .3 2 50 42 ---------------------------------------------------------------- WEST: Avda. Rinconada Poniente 1 LT 7, 422 898 .470 1.9 .31 .5 3 5 2 TR 5, 524 1116 .470 20.5 .42 6.3 43 6 ---------------------------------------------------------------- SOUTH WEST: Calle Antofagasta 1 TR 1, 170 588 .289 2.8 .44 .5 4 2 ---------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 2:48 PM, 8 Oct 2005 Rotonda frente calle Antofagasta * R405BPT * Situacion base 2005 (punta tarde)


Intersection No.: 4 Roundabout

Table S.8 - LANE FLOW AND CAPACITY INFORMATION ------------------------------------------------------------------------------ EAST: Avda. Rinconada oriente Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * * ****** **** 3, 84 126 0 210 1850 929 0 60 929 .226 100 * 41 * ****** **** 41, 0 12 200 212 1850 939 0 60 939 .226 100 * * 42 *** * ------------------------------------------------------------------------------ WEST: Avda. Rinconada Poniente Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * * ****** **** 7, 75 347 0 422 1850 898 0 60 898 .470 100 * 5 * ****** **** 5, 0 378 146 524 1850 1116 0 0 1116 .470 100 * * 6 *** * ------------------------------------------------------------------------------ SOUTH WEST: Calle Antofagasta Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * ****** **** 1, 0 112 58 170 1850 588 0 58 588 .289 100 * * 2 *** * ------------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 2:48 PM, 8 Oct 2005 Rotonda frente calle Antofagasta * R405BPT * Situacion base 2005 (punta tarde) Intersection No.: 4 Roundabout


Table S.10 - MOVEMENT CAPACITY AND PERFORMANCE SUMMARY ------------------------------------------------------------------ Aver. Stop Longest Perf. Mov Mov Arv Total Lane Deg. Delay Rate Queue Index No. Typ Flow Cap. Util Satn (veh (veh (sec) (veh) /h) /h) (%) x ------------------------------------------------------------------ EAST: Avda. Rinconada oriente 3 L 84 372 100 .226 1.2 .28 .3 .70 41 T 138 611 100 .226 1.2 .27 .3 1.15 42 R 200 885 100 .226 1.2 .27 .3 1.65 ------------------------------------------------------------------ WEST: Avda. Rinconada Poniente 7 L 75 160 100 .469 1.9 .31 .5 .63 5 T 725 1543 100 .470* 11.6 .37 6.3 12.41 6 R 146 311 100 .469 20.5 .42 6.3 3.67 ------------------------------------------------------------------ SOUTH WEST: Calle Antofagasta 2 R 58 201 100 .289 2.8 .44 .5 .63 1 T 112 388 100 .289 2.8 .44 .5 1.22 ------------------------------------------------------------------

* Maximum degree of saturation Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 2:48 PM, 8 Oct 2005 Rotonda frente calle Antofagasta * R405BPT * Situacion base 2005 (punta tarde) Intersection No.: 4 Roundabout

Table S.12 - FUEL CONSUMPTION, EMISSIONS AND COST ------------------------------------------------------------------------- Mov Fuel Consumption HC NOX CO CO2 COST No. Rate Total Total Total Total Total Total mL/km L/h g/h g/h g/h kg/h c/h ------------------------------------------------------------------------- EAST: Avda. Rinconada oriente 3 L 102.4 2 6 6 170 4 453 41 T 102.3 3 10 10 280 7 745 42 R 102.0 4 14 14 401 10 1077 ---------------------------------------------------------- ALL MOVS: 102.2 9 30 29 851 22 2275 ------------------------------------------------------------------------- WEST: Avda. Rinconada Poniente 7 L 104.7 2 6 5 159 4 417 5 T 115.3 17 62 58 1716 42 4637 6 R 124.7 4 14 13 376 9 1045 ---------------------------------------------------------- ALL MOVS: 115.9 22 81 76 2251 55 6099 -------------------------------------------------------------------------


SOUTH WEST: Calle Antofagasta 2 R 112.3 1 5 5 143 3 349 1 T 112.2 3 9 9 274 6 673 ---------------------------------------------------------- ALL MOVS: 112.3 4 14 14 417 10 1022 ---------------------------------------------------------- INTERSECTION: 111.7 34 125 119 3519 86 9396 -------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 2:48 PM, 8 Oct 2005 Rotonda frente calle Antofagasta * R405BPT * Situacion base 2005 (punta tarde) Intersection No.: 4 Roundabout

Table S.15 - CAPACITY AND LEVEL OF SERVICE (HCM METHOD) --------------------------------------------------------- Mov Mov Total Total Deg. Prog. Aver. LOS No. Typ Flow Cap. of Factor Delay (veh (veh Satn /h) /h) (v/c) (sec) --------------------------------------------------------- EAST: Avda. Rinconada oriente 3 L 84 372 .226 1.00 1.2 A 41 T 138 611 .226 1.00 1.2 A 42 R 200 885 .226 1.00 1.2 A ------------------------------------------ ALL MOVS: 422 1868 .226 1.2 A --------------------------------------------------------- WEST: Avda. Rinconada Poniente 7 L 75 160 .469 1.00 1.9 A 5 T 725 1543 .470* 1.00 11.6 B 6 R 146 311 .469 1.00 20.5 C ------------------------------------------ ALL MOVS: 946 2014 .470 12.2 B --------------------------------------------------------- SOUTH WEST: Calle Antofagasta 2 R 58 201 .289 1.00 2.8 A 1 T 112 388 .289 1.00 2.8 A ------------------------------------------ ALL MOVS: 170 589 .289 2.8 A ------------------------------------------ INTERSECTION: 1538 4470 .470 8.1 B ---------------------------------------------------------

Level of Service calculations are based on overall delay. * Maximum v/c ratio, or critical green periods 1 ARRB SIDRA 4.07 - Time and Date of Analysis 2:48 PM, 8 Oct 2005 Rotonda frente calle Antofagasta * R405BPT * Situacion base 2005 (punta tarde) Intersection No.: 4 Roundabout


SITUACIÓN CON PROYECTO (2005)(ETAPA CONSTRUCCIÓN)


Interseccion Ruta G-260 / Acceso a U. de Chile * R105PPM * Situacion con proyecto (construccion) 2005 (punta manana) Intersection No.: 1 Unsignalised Intersection

Table S.0 - TRAFFIC FLOW DATA (Flows in veh/hour as used by the program) ------------------------------------------------------------------------ Mov Left Through Right Flow Peak No. --------- --------- --------- Scale Hour LV HV LV HV LV HV Factor ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 0 0 48 20 0 0 1.00 1.00 2 0 0 0 0 66 18 1.00 1.00 ------------------------------------------------------------------------ NORTH: Acceso a U. de Chile 3 11 25 0 0 0 0 1.00 1.00 4 0 0 0 0 14 1 1.00 1.00 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 11 2 0 0 0 0 1.00 1.00 6 0 0 68 22 0 0 1.00 1.00 ------------------------------------------------------------------------ Based on unit time = 60 minutes. Flow Scale and Peak Hour Factor effects included in flow values.1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:11 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R105PPM * Situacion con proyecto (construccion) 2005 (punta manana) Intersection No.: 1 Unsignalised Intersection

Table S.2 - MOVEMENT CAPACITY PARAMETERS ---------------------------------------------------------- Mov Arv Total Total Prac. Prac. Lane Deg. No. Flow Opng Cap. Deg. Spare Util Satn (veh Flow (veh Satn Cap. /h) (pcu/h) /h) xp (%) (%) x ---------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 68 0 662 .80 679 100 .103* 2 R 84 0 818 .80 679 100 .103* ---------------------------------------------------------- NORTH: Acceso a U. de Chile 3 L 36 213+ 542 .80 1104 100 .066


4 R 15 110+ 226 .80 1105 100 .066 ---------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 13 188 177 .80 989 100 .073 6 T 90 0 1223 .80 987 100 .074 ---------------------------------------------------------- + Percentage of exiting flow included in total opposing flow 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:11 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R105PPM * Situacion con proyecto (construccion) 2005 (punta manana) Intersection No.: 1 Unsignalised Intersection


Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 T .00 .0 0 .00 .0 0 1.70 40.0 86.9 2 R .00 .0 0 .00 .0 0 2.10 40.0 86.9 ------------------------------------------------------------------------ NORTH: Acceso a U. de Chile 3 L .01 1.1 10 .27 .2 2 1.12 39.5 90.2 4 R .00 1.1 4 .27 .2 2 .47 39.5 90.2 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 L .01 1.5 0 .01 .6 4 .40 39.4 88.1 6 T .04 1.5 1 .01 .6 4 2.79 39.4 88.1 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:11 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R105PPM * Situacion con proyecto (construccion) 2005 (punta manana) Intersection No.: 1 Unsignalised Intersection

Table S.6 - INTERSECTION PERFORMANCE


----------------------------------------------------------------------- Total Total Aver. Total Stop Perf. Aver. FUEL Flow Delay Delay Stops Rate Index Speed Rate Total (veh/h) (veh-h/h)(sec) (veh/h) (km/h) (mL/km) (mL/h) ----------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 152 .00 .0 0 .00 3.80 40.0 86.9 13215.4 ----------------------------------------------------------------------- NORTH: Acceso a U. de Chile 51 .02 1.1 14 .27 1.59 39.5 90.2 4601.9 ----------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 103 .04 1.5 1 .01 3.19 39.4 88.1 9076.8 ----------------------------------------------------------------------- ALL GROUPS: 306 .06 .7 15 .05 8.58 39.7 87.9 26894.1 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:11 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R105PPM * Situacion con proyecto (construccion) 2005 (punta manana) Intersection No.: 1 Unsignalised Intersection

Table S.7 - LANE PERFORMANCE ---------------------------------------------------------------- Arv Back of Flow Cap Deg. Aver. Stop Q u e u e Short Lane Mov (veh (veh Satn Delay Rate ----------- Lane No. No. /h) /h) x (sec) (vehs) (m) (m) ---------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 TR 1, 152 1480 .103 .0 .00 .0 0 2 ---------------------------------------------------------------- NORTH: Acceso a U. de Chile 1 LR 3, 51 768 .066 1.1 .27 .2 2 4 ---------------------------------------------------------------- WEST: Ruta G-260 (poniente) 1 LT 5, 103 1399 .074 1.5 .01 .6 4 6 ---------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:11 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R105PPM * Situacion con proyecto (construccion) 2005 (punta manana)


Intersection No.: 1 Unsignalised Intersection

Table S.8 - LANE FLOW AND CAPACITY INFORMATION ------------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * ****** **** 1, 0 68 84 152 1850 1480 0 0 1480 .103 100 * * 2 *** * ------------------------------------------------------------------------------ NORTH: Acceso a U. de Chile Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * ****** 3, 36 0 15 51 1850 768 0 15 768 .066 100 * 4 *** * ------------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * * ****** **** 5, 13 90 0 103 1850 1399 0 60 1399 .074 100 * 6 ------------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:11 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R105PPM *


Situacion con proyecto (construccion) 2005 (punta manana) Intersection No.: 1 Unsignalised Intersection

Table S.10 - MOVEMENT CAPACITY AND PERFORMANCE SUMMARY ------------------------------------------------------------------ Aver. Stop Longest Perf. Mov Mov Arv Total Lane Deg. Delay Rate Queue Index No. Typ Flow Cap. Util Satn (veh (veh (sec) (veh) /h) /h) (%) x ------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 T 68 662 100 .103* .0 .00 .0 1.70 2 R 84 818 100 .103* .0 .00 .0 2.10 ------------------------------------------------------------------ NORTH: Acceso a U. de Chile 3 L 36 542 100 .066 1.1 .27 .2 1.12 4 R 15 226 100 .066 1.1 .27 .2 .47 ------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 L 13 177 100 .073 1.5 .01 .6 .40 6 T 90 1223 100 .074 1.5 .01 .6 2.79 ------------------------------------------------------------------

* Maximum degree of saturation Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:11 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R105PPM * Situacion con proyecto (construccion) 2005 (punta manana) Intersection No.: 1 Unsignalised Intersection

Table S.12 - FUEL CONSUMPTION, EMISSIONS AND COST ------------------------------------------------------------------------- Mov Fuel Consumption HC NOX CO CO2 COST No. Rate Total Total Total Total Total Total mL/km L/h g/h g/h g/h kg/h c/h ------------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 86.9 6 19 17 453 15 1519 2 R 86.9 7 24 21 559 18 1876 ---------------------------------------------------------- ALL MOVS: 86.9 13 43 38 1012 33 3395 ------------------------------------------------------------------------- NORTH: Acceso a U. de Chile 3 L 90.2 3 11 10 264 8 842 4 R 90.2 1 5 4 110 3 351 ----------------------------------------------------------


ALL MOVS: 90.2 5 15 14 374 12 1192 ------------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 88.1 1 4 3 87 3 297 6 T 88.1 8 26 22 605 20 2057 ---------------------------------------------------------- ALL MOVS: 88.1 9 30 26 692 23 2355 ---------------------------------------------------------- INTERSECTION: 87.9 27 89 77 2078 67 6941 -------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:11 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R105PPM * Situacion con proyecto (construccion) 2005 (punta manana) Intersection No.: 1 Unsignalised Intersection

Table S.15 - CAPACITY AND LEVEL OF SERVICE (HCM METHOD) --------------------------------------------------------- Mov Mov Total Total Deg. Prog. Aver. LOS No. Typ Flow Cap. of Factor Delay (veh (veh Satn /h) /h) (v/c) (sec) --------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 68 662 .103* 1.00 .0 A 2 R 84 818 .103* 1.00 .0 A ------------------------------------------ ALL MOVS: 152 1480 .103 .0 A --------------------------------------------------------- NORTH: Acceso a U. de Chile 3 L 36 542 .066 1.00 1.1 A 4 R 15 226 .066 1.00 1.1 A ------------------------------------------ ALL MOVS: 51 768 .066 1.1 A --------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 13 177 .073 1.00 1.5 A 6 T 90 1223 .074 1.00 1.5 A ------------------------------------------ ALL MOVS: 103 1400 .074 1.5 A ------------------------------------------ INTERSECTION: 306 3647 .103 .7 A ---------------------------------------------------------

Level of Service calculations are based on overall delay. * Maximum v/c ratio, or critical green periods 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:11 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R105PPM * Situacion con proyecto (construccion) 2005 (punta manana) Intersection No.: 1 Unsignalised Intersection



Interseccion Ruta G-260 / Acceso a U. de Chile * R105PPMD * Situacion con proyecto (construccion) 2005 (punta mediodia) Intersection No.: 1 Unsignalised Intersection

Table S.0 - TRAFFIC FLOW DATA (Flows in veh/hour as used by the program) ------------------------------------------------------------------------ Mov Left Through Right Flow Peak No. --------- --------- --------- Scale Hour LV HV LV HV LV HV Factor ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 0 0 60 35 0 0 1.00 1.00 2 0 0 0 0 34 26 1.00 1.00 ------------------------------------------------------------------------ NORTH: Acceso a U. de Chile 3 21 24 0 0 0 0 1.00 1.00 4 0 0 0 0 8 1 1.00 1.00 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 10 1 0 0 0 0 1.00 1.00 6 0 0 63 40 0 0 1.00 1.00 ------------------------------------------------------------------------ Based on unit time = 60 minutes. Flow Scale and Peak Hour Factor effects included in flow values.1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:15 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R105PPMD * Situacion con proyecto (construccion) 2005 (punta mediodia) Intersection No.: 1 Unsignalised Intersection

Table S.2 - MOVEMENT CAPACITY PARAMETERS ---------------------------------------------------------- Mov Arv Total Total Prac. Prac. Lane Deg. No. Flow Opng Cap. Deg. Spare Util Satn (veh Flow (veh Satn Cap. /h) (pcu/h) /h) xp (%) (%) x ---------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 95 0 814 .80 585 100 .117* 2 R 60 0 514 .80 585 100 .117* ----------------------------------------------------------


NORTH: Acceso a U. de Chile 3 L 45 239+ 589 .80 947 100 .076 4 R 9 125+ 118 .80 949 100 .076 ---------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 11 200 124 .80 802 100 .089 6 T 103 0 1164 .80 804 100 .088 ---------------------------------------------------------- + Percentage of exiting flow included in total opposing flow 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:15 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R105PPMD * Situacion con proyecto (construccion) 2005 (punta mediodia) Intersection No.: 1 Unsignalised Intersection


Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 T .00 .0 0 .00 .0 0 2.38 40.0 86.9 2 R .00 .0 0 .00 .0 0 1.50 40.0 86.9 ------------------------------------------------------------------------ NORTH: Acceso a U. de Chile 3 L .02 1.4 14 .32 .3 2 1.46 39.4 90.7 4 R .00 1.4 3 .32 .3 2 .29 39.4 90.7 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 L .00 1.6 0 .01 .6 5 .34 39.3 88.2 6 T .05 1.6 1 .01 .6 5 3.16 39.3 88.2 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:15 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R105PPMD * Situacion con proyecto (construccion) 2005 (punta mediodia) Intersection No.: 1


Unsignalised Intersection

Table S.6 - INTERSECTION PERFORMANCE ----------------------------------------------------------------------- Total Total Aver. Total Stop Perf. Aver. FUEL Flow Delay Delay Stops Rate Index Speed Rate Total (veh/h) (veh-h/h)(sec) (veh/h) (km/h) (mL/km) (mL/h) ----------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 155 .00 .0 0 .00 3.88 40.0 86.9 13476.2 ----------------------------------------------------------------------- NORTH: Acceso a U. de Chile 54 .02 1.4 17 .32 1.75 39.4 90.7 4896.8 ----------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 114 .05 1.6 1 .01 3.49 39.3 88.2 10057.1 ----------------------------------------------------------------------- ALL GROUPS: 323 .07 .8 18 .06 9.12 39.6 88.0 28430.1 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:15 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R105PPMD * Situacion con proyecto (construccion) 2005 (punta mediodia) Intersection No.: 1 Unsignalised Intersection

Table S.7 - LANE PERFORMANCE ---------------------------------------------------------------- Arv Back of Flow Cap Deg. Aver. Stop Q u e u e Short Lane Mov (veh (veh Satn Delay Rate ----------- Lane No. No. /h) /h) x (sec) (vehs) (m) (m) ---------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 TR 1, 155 1328 .117 .0 .00 .0 0 2 ---------------------------------------------------------------- NORTH: Acceso a U. de Chile 1 LR 3, 54 707 .076 1.4 .32 .3 2 4 ---------------------------------------------------------------- WEST: Ruta G-260 (poniente) 1 LT 5, 114 1288 .088 1.6 .01 .6 5 6 ---------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects.


Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:15 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R105PPMD * Situacion con proyecto (construccion) 2005 (punta mediodia) Intersection No.: 1 Unsignalised Intersection

Table S.8 - LANE FLOW AND CAPACITY INFORMATION ------------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * ****** **** 1, 0 95 60 155 1850 1328 0 0 1328 .117 100 * * 2 *** * ------------------------------------------------------------------------------ NORTH: Acceso a U. de Chile Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * ****** 3, 45 0 9 54 1850 707 0 9 707 .076 100 * 4 *** * ------------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * * ****** **** 5, 11 103 0 114 1850 1288 0 60 1288 .088 100


* 6 ------------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:15 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R105PPMD * Situacion con proyecto (construccion) 2005 (punta mediodia) Intersection No.: 1 Unsignalised Intersection


* Maximum degree of saturation Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:15 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R105PPMD * Situacion con proyecto (construccion) 2005 (punta mediodia) Intersection No.: 1 Unsignalised Intersection

Table S.12 - FUEL CONSUMPTION, EMISSIONS AND COST ------------------------------------------------------------------------- Mov Fuel Consumption HC NOX CO CO2 COST No. Rate Total Total Total Total Total Total mL/km L/h g/h g/h g/h kg/h c/h ------------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 86.9 8 27 23 632 21 2122


2 R 86.9 5 17 15 399 13 1340 ---------------------------------------------------------- ALL MOVS: 86.9 13 44 38 1032 34 3462 ------------------------------------------------------------------------- NORTH: Acceso a U. de Chile 3 L 90.7 4 14 12 336 10 1057 4 R 90.7 1 3 2 67 2 211 ---------------------------------------------------------- ALL MOVS: 90.7 5 16 15 403 12 1268 ------------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 88.2 1 3 3 74 2 252 6 T 88.2 9 30 26 692 23 2360 ---------------------------------------------------------- ALL MOVS: 88.2 10 33 28 766 25 2612 ---------------------------------------------------------- INTERSECTION: 88.0 28 94 81 2201 71 7342 -------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:15 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R105PPMD * Situacion con proyecto (construccion) 2005 (punta mediodia) Intersection No.: 1 Unsignalised Intersection



Level of Service calculations are based on overall delay. * Maximum v/c ratio, or critical green periods 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:15 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R105PPMD * Situacion con proyecto (construccion) 2005 (punta mediodia) Intersection No.: 1 Unsignalised Intersection





Interseccion Ruta G-260 / Acceso a U. de Chile * R105PPT * Situacion con proyecto (construccion) 2005 (punta tarde) Intersection No.: 1 Unsignalised Intersection

Table S.0 - TRAFFIC FLOW DATA (Flows in veh/hour as used by the program) ------------------------------------------------------------------------ Mov Left Through Right Flow Peak No. --------- --------- --------- Scale Hour LV HV LV HV LV HV Factor ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 0 0 91 29 0 0 1.00 1.00 2 0 0 0 0 15 7 1.00 1.00 ------------------------------------------------------------------------ NORTH: Acceso a U. de Chile 3 19 10 0 0 0 0 1.00 1.00 4 0 0 0 0 3 1 1.00 1.00 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 5 2 0 0 0 0 1.00 1.00 6 0 0 101 30 0 0 1.00 1.00 ------------------------------------------------------------------------ Based on unit time = 60 minutes. Flow Scale and Peak Hour Factor effects included in flow values.1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:20 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R105PPT * Situacion con proyecto (construccion) 2005 (punta tarde) Intersection No.: 1 Unsignalised Intersection

Table S.2 - MOVEMENT CAPACITY PARAMETERS ---------------------------------------------------------- Mov Arv Total Total Prac. Prac. Lane Deg. No. Flow Opng Cap. Deg. Spare Util Satn (veh Flow (veh Satn Cap. /h) (pcu/h) /h) xp (%) (%) x ---------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 120 0 1247 .80 731 100 .096* 2 R 22 0 229 .80 733 100 .096* ---------------------------------------------------------- NORTH: Acceso a U. de Chile 3 L 29 269+ 588 .80 1522 100 .049


4 R 4 131+ 81 .80 1520 100 .049 ---------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 7 171 75 .80 757 100 .093 6 T 131 0 1394 .80 751 100 .094 ---------------------------------------------------------- + Percentage of exiting flow included in total opposing flow 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:20 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R105PPT * Situacion con proyecto (construccion) 2005 (punta tarde) Intersection No.: 1 Unsignalised Intersection


Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 T .00 .0 0 .00 .0 0 3.00 40.0 86.9 2 R .00 .0 0 .00 .0 0 .55 40.0 86.9 ------------------------------------------------------------------------ NORTH: Acceso a U. de Chile 3 L .01 1.7 10 .36 .3 3 1.07 39.3 91.0 4 R .00 1.7 1 .36 .3 3 .15 39.3 91.0 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 L .00 1.9 0 .00 .8 6 .22 39.2 88.1 6 T .07 1.9 1 .00 .8 6 4.08 39.2 88.1 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:20 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R105PPT * Situacion con proyecto (construccion) 2005 (punta tarde) Intersection No.: 1 Unsignalised Intersection



----------------------------------------------------------------------- Total Total Aver. Total Stop Perf. Aver. FUEL Flow Delay Delay Stops Rate Index Speed Rate Total (veh/h) (veh-h/h)(sec) (veh/h) (km/h) (mL/km) (mL/h) ----------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 142 .00 .0 0 .00 3.55 40.0 86.9 12346.0 ----------------------------------------------------------------------- NORTH: Acceso a U. de Chile 33 .02 1.7 12 .36 1.22 39.3 91.0 3002.8 ----------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 138 .07 1.9 1 .00 4.30 39.2 88.1 12152.6 ----------------------------------------------------------------------- ALL GROUPS: 313 .09 1.0 13 .04 9.07 39.6 87.9 27501.4 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:20 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R105PPT * Situacion con proyecto (construccion) 2005 (punta tarde) Intersection No.: 1 Unsignalised Intersection

Table S.7 - LANE PERFORMANCE ---------------------------------------------------------------- Arv Back of Flow Cap Deg. Aver. Stop Q u e u e Short Lane Mov (veh (veh Satn Delay Rate ----------- Lane No. No. /h) /h) x (sec) (vehs) (m) (m) ---------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 TR 1, 142 1476 .096 .0 .00 .0 0 2 ---------------------------------------------------------------- NORTH: Acceso a U. de Chile 1 LR 3, 33 669 .049 1.7 .36 .3 3 4 ---------------------------------------------------------------- WEST: Ruta G-260 (poniente) 1 LT 5, 138 1469 .094 1.9 .00 .8 6 6 ---------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:20 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R105PPT * Situacion con proyecto (construccion) 2005 (punta tarde)



Table S.8 - LANE FLOW AND CAPACITY INFORMATION ------------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * ****** **** 1, 0 120 22 142 1850 1476 0 0 1476 .096 100 * * 2 *** * ------------------------------------------------------------------------------ NORTH: Acceso a U. de Chile Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * ****** 3, 29 0 4 33 1850 669 0 4 669 .049 100 * 4 *** * ------------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * * ****** **** 5, 7 131 0 138 1850 1469 0 60 1469 .094 100 * 6 ------------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:20 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R105PPT *


Situacion con proyecto (construccion) 2005 (punta tarde) Intersection No.: 1 Unsignalised Intersection

Table S.10 - MOVEMENT CAPACITY AND PERFORMANCE SUMMARY ------------------------------------------------------------------ Aver. Stop Longest Perf. Mov Mov Arv Total Lane Deg. Delay Rate Queue Index No. Typ Flow Cap. Util Satn (veh (veh (sec) (veh) /h) /h) (%) x ------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 T 120 1247 100 .096* .0 .00 .0 3.00 2 R 22 229 100 .096* .0 .00 .0 .55 ------------------------------------------------------------------ NORTH: Acceso a U. de Chile 3 L 29 588 100 .049 1.7 .36 .3 1.07 4 R 4 81 100 .049 1.7 .36 .3 .15 ------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 L 7 75 100 .093 1.9 .00 .8 .22 6 T 131 1394 100 .094 1.9 .00 .8 4.08 ------------------------------------------------------------------

* Maximum degree of saturation Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:20 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R105PPT * Situacion con proyecto (construccion) 2005 (punta tarde) Intersection No.: 1 Unsignalised Intersection

Table S.12 - FUEL CONSUMPTION, EMISSIONS AND COST ------------------------------------------------------------------------- Mov Fuel Consumption HC NOX CO CO2 COST No. Rate Total Total Total Total Total Total mL/km L/h g/h g/h g/h kg/h c/h ------------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 86.9 10 34 30 799 26 2680 2 R 86.9 2 6 5 146 5 491 ---------------------------------------------------------- ALL MOVS: 86.9 12 40 35 945 31 3171 ------------------------------------------------------------------------- NORTH: Acceso a U. de Chile 3 L 91.0 3 9 8 219 7 683 4 R 91.0 0 1 1 30 1 94 ----------------------------------------------------------


ALL MOVS: 91.0 3 10 9 250 8 777 ------------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 88.1 1 2 2 47 2 160 6 T 88.1 12 38 33 878 29 2993 ---------------------------------------------------------- ALL MOVS: 88.1 12 40 34 925 30 3153 ---------------------------------------------------------- INTERSECTION: 87.9 28 91 78 2120 69 7101 -------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:20 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R105PPT * Situacion con proyecto (construccion) 2005 (punta tarde) Intersection No.: 1 Unsignalised Intersection

Table S.15 - CAPACITY AND LEVEL OF SERVICE (HCM METHOD) --------------------------------------------------------- Mov Mov Total Total Deg. Prog. Aver. LOS No. Typ Flow Cap. of Factor Delay (veh (veh Satn /h) /h) (v/c) (sec) --------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 120 1247 .096* 1.00 .0 A 2 R 22 229 .096* 1.00 .0 A ------------------------------------------ ALL MOVS: 142 1476 .096 .0 A --------------------------------------------------------- NORTH: Acceso a U. de Chile 3 L 29 588 .049 1.00 1.7 A 4 R 4 81 .049 1.00 1.7 A ------------------------------------------ ALL MOVS: 33 669 .049 1.7 A --------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 7 75 .093 1.00 1.9 A 6 T 131 1394 .094 1.00 1.9 A ------------------------------------------ ALL MOVS: 138 1469 .094 1.9 A ------------------------------------------ INTERSECTION: 313 3614 .096 1.0 A ---------------------------------------------------------

Level of Service calculations are based on overall delay. * Maximum v/c ratio, or critical green periods 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:20 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R105PPT * Situacion con proyecto (construccion) 2005 (punta tarde) Intersection No.: 1 Unsignalised Intersection



Interseccion Ruta G-260 / Acceso a J. Olivares * R205PPM * Situacion con proyecto (construccion) 2005 (punta manana) Intersection No.: 2 Unsignalised Intersection

Table S.0 - TRAFFIC FLOW DATA (Flows in veh/hour as used by the program) ------------------------------------------------------------------------ Mov Left Through Right Flow Peak No. --------- --------- --------- Scale Hour LV HV LV HV LV HV Factor ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 0 0 74 90 0 0 1.00 1.00 2 0 0 0 0 7 8 1.00 1.00 ------------------------------------------------------------------------ NORTH WEST: Acceso a J. Olivares 3 6 5 0 0 0 0 1.00 1.00 4 0 0 0 0 5 1 1.00 1.00 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 3 1 0 0 0 0 1.00 1.00 6 0 0 76 73 0 0 1.00 1.00 ------------------------------------------------------------------------ Based on unit time = 60 minutes. Flow Scale and Peak Hour Factor effects included in flow values.1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:24 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R205PPM * Situacion con proyecto (construccion) 2005 (punta manana) Intersection No.: 2 Unsignalised Intersection

Table S.2 - MOVEMENT CAPACITY PARAMETERS ---------------------------------------------------------- Mov Arv Total Total Prac. Prac. Lane Deg. No. Flow Opng Cap. Deg. Spare Util Satn (veh Flow (veh Satn Cap. /h) (pcu/h) /h) xp (%) (%) x ---------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 164 0 1095 .80 434 100 .150* 2 R 15 0 100 .80 433 100 .150* ---------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 3 L 11 325+ 448 .80 3158 100 .025


4 R 6 172+ 244 .80 3153 100 .025 ---------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 4 190 32 .80 540 100 .125 6 T 149 0 1201 .80 545 100 .124 ---------------------------------------------------------- + Percentage of exiting flow included in total opposing flow 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:24 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R205PPM * Situacion con proyecto (construccion) 2005 (punta manana) Intersection No.: 2 Unsignalised Intersection


Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 T .00 .0 0 .00 .0 0 3.28 50.0 82.1 2 R .00 .0 0 .00 .0 0 .25 60.0 81.5 ------------------------------------------------------------------------ NORTH WEST: Acceso a J. Olivares 3 L .00 1.6 4 .37 .3 2 .41 58.4 87.8 4 R .00 1.6 2 .37 .3 2 .27 39.3 90.9 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 L .00 2.1 0 .00 .7 6 .10 48.6 83.4 6 T .09 2.1 0 .00 .7 6 3.28 57.9 82.9 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:24 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R205PPM * Situacion con proyecto (construccion) 2005 (punta manana) Intersection No.: 2 Unsignalised Intersection



----------------------------------------------------------------------- Total Total Aver. Total Stop Perf. Aver. FUEL Flow Delay Delay Stops Rate Index Speed Rate Total (veh/h) (veh-h/h)(sec) (veh/h) (km/h) (mL/km) (mL/h) ----------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 179 .00 .0 0 .00 3.53 50.7 82.0 14686.4 ----------------------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 17 .01 1.6 6 .37 .68 49.9 88.9 1511.9 ----------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 153 .09 2.1 0 .00 3.38 57.7 82.9 12679.5 ----------------------------------------------------------------------- ALL GROUPS: 349 .10 1.0 7 .02 7.60 53.5 82.7 28877.7 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:24 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R205PPM * Situacion con proyecto (construccion) 2005 (punta manana) Intersection No.: 2 Unsignalised Intersection

Table S.7 - LANE PERFORMANCE ---------------------------------------------------------------- Arv Back of Flow Cap Deg. Aver. Stop Q u e u e Short Lane Mov (veh (veh Satn Delay Rate ----------- Lane No. No. /h) /h) x (sec) (vehs) (m) (m) ---------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 TR 1, 179 1195 .150 .0 .00 .0 0 2 ---------------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 1 LR 3, 17 693 .025 1.6 .37 .3 2 4 ---------------------------------------------------------------- WEST: Ruta G-260 (poniente) 1 LT 5, 153 1234 .124 2.1 .00 .7 6 6 ---------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:24 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R205PPM * Situacion con proyecto (construccion) 2005 (punta manana)



Table S.8 - LANE FLOW AND CAPACITY INFORMATION ------------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * ****** **** 1, 0 164 15 179 1850 1195 0 0 1195 .150 100 * * 2 *** * ------------------------------------------------------------------------------ NORTH WEST: Acceso a J. Olivares Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * ****** 3, 11 0 6 17 1850 693 0 7 693 .025 100 * 4 *** * ------------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * * ****** **** 5, 4 149 0 153 1850 1234 0 60 1234 .124 100 * 6 ------------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:24 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R205PPM *


Situacion con proyecto (construccion) 2005 (punta manana) Intersection No.: 2 Unsignalised Intersection

Table S.10 - MOVEMENT CAPACITY AND PERFORMANCE SUMMARY ------------------------------------------------------------------ Aver. Stop Longest Perf. Mov Mov Arv Total Lane Deg. Delay Rate Queue Index No. Typ Flow Cap. Util Satn (veh (veh (sec) (veh) /h) /h) (%) x ------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 T 164 1095 100 .150* .0 .00 .0 3.28 2 R 15 100 100 .150* .0 .00 .0 .25 ------------------------------------------------------------------ NORTH WEST: Acceso a J. Olivares 3 L 11 448 100 .025 1.6 .37 .3 .41 4 R 6 244 100 .025 1.6 .37 .3 .27 ------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 L 4 32 100 .125 2.1 .00 .7 .10 6 T 149 1201 100 .124 2.1 .00 .7 3.28 ------------------------------------------------------------------

* Maximum degree of saturation Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:24 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R205PPM * Situacion con proyecto (construccion) 2005 (punta manana) Intersection No.: 2 Unsignalised Intersection

Table S.12 - FUEL CONSUMPTION, EMISSIONS AND COST ------------------------------------------------------------------------- Mov Fuel Consumption HC NOX CO CO2 COST No. Rate Total Total Total Total Total Total mL/km L/h g/h g/h g/h kg/h c/h ------------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 82.1 13 41 44 908 34 3130 2 R 81.5 1 4 5 70 3 258 ---------------------------------------------------------- ALL MOVS: 82.0 15 45 49 978 37 3387 ------------------------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 3 L 87.8 1 3 4 76 2 205 4 R 90.9 1 2 2 45 1 141 ----------------------------------------------------------


ALL MOVS: 88.9 2 5 6 121 4 346 ------------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 83.4 0 1 1 22 1 79 6 T 82.9 12 37 47 704 31 2651 ---------------------------------------------------------- ALL MOVS: 82.9 13 38 48 726 32 2730 ---------------------------------------------------------- INTERSECTION: 82.7 29 88 102 1825 72 6463 -------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:24 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R205PPM * Situacion con proyecto (construccion) 2005 (punta manana) Intersection No.: 2 Unsignalised Intersection

Table S.15 - CAPACITY AND LEVEL OF SERVICE (HCM METHOD) --------------------------------------------------------- Mov Mov Total Total Deg. Prog. Aver. LOS No. Typ Flow Cap. of Factor Delay (veh (veh Satn /h) /h) (v/c) (sec) --------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 164 1095 .150* 1.00 .0 A 2 R 15 100 .150* 1.00 .0 A ------------------------------------------ ALL MOVS: 179 1195 .150 .0 A --------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 3 L 11 448 .025 1.00 1.6 A 4 R 6 244 .025 1.00 1.6 A ------------------------------------------ ALL MOVS: 17 692 .025 1.6 A --------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 4 32 .125 1.00 2.1 A 6 T 149 1201 .124 1.00 2.1 A ------------------------------------------ ALL MOVS: 153 1233 .125 2.1 A ------------------------------------------ INTERSECTION: 349 3122 .150 1.0 A ---------------------------------------------------------

Level of Service calculations are based on overall delay. * Maximum v/c ratio, or critical green periods 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:24 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R205PPM * Situacion con proyecto (construccion) 2005 (punta manana) Intersection No.: 2 Unsignalised Intersection



Interseccion Ruta G-260 / Acceso a J. Olivares * R205PPMD * Situacion con proyecto (construccion) 2005 (punta mediodia) Intersection No.: 2 Unsignalised Intersection

Table S.0 - TRAFFIC FLOW DATA (Flows in veh/hour as used by the program) ------------------------------------------------------------------------ Mov Left Through Right Flow Peak No. --------- --------- --------- Scale Hour LV HV LV HV LV HV Factor ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 0 0 84 118 0 0 1.00 1.00 2 0 0 0 0 6 3 1.00 1.00 ------------------------------------------------------------------------ NORTH WEST: Acceso a J. Olivares 3 4 1 0 0 0 0 1.00 1.00 4 0 0 0 0 2 3 1.00 1.00 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 1 1 0 0 0 0 1.00 1.00 6 0 0 61 102 0 0 1.00 1.00 ------------------------------------------------------------------------ Based on unit time = 60 minutes. Flow Scale and Peak Hour Factor effects included in flow values.1 ARRB SIDRA 4.07 - Time and Date of Analysis 11:47 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R205PPMD * Situacion con proyecto (construccion) 2005 (punta mediodia) Intersection No.: 2 Unsignalised Intersection

Table S.2 - MOVEMENT CAPACITY PARAMETERS ---------------------------------------------------------- Mov Arv Total Total Prac. Prac. Lane Deg. No. Flow Opng Cap. Deg. Spare Util Satn (veh Flow (veh Satn Cap. /h) (pcu/h) /h) xp (%) (%) x ---------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 202 0 1126 .80 346 100 .179 2 R 9 0 50 .80 344 100 .180* ----------------------------------------------------------


NORTH WEST: Acceso a J. Olivares 3 L 5 376+ 352 .80 5532 100 .014 4 R 5 211+ 352 .80 5532 100 .014 ---------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 2 216 14 .80 460 100 .143 6 T 163 0 1122 .80 451 100 .145 ---------------------------------------------------------- + Percentage of exiting flow included in total opposing flow 1 ARRB SIDRA 4.07 - Time and Date of Analysis 11:47 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R205PPMD * Situacion con proyecto (construccion) 2005 (punta mediodia) Intersection No.: 2 Unsignalised Intersection


Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 T .00 .0 0 .00 .0 0 4.04 50.0 82.1 2 R .00 .0 0 .00 .0 0 .15 60.0 81.5 ------------------------------------------------------------------------ NORTH WEST: Acceso a J. Olivares 3 L .00 1.6 2 .38 .3 3 .25 58.4 88.1 4 R .00 1.6 2 .38 .3 3 .30 39.3 91.0 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 L .00 2.3 0 .00 .7 7 .05 48.5 83.6 6 T .10 2.3 0 .00 .7 7 3.53 57.8 83.0 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 11:47 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R205PPMD * Situacion con proyecto (construccion) 2005 (punta mediodia) Intersection No.: 2



Table S.6 - INTERSECTION PERFORMANCE ----------------------------------------------------------------------- Total Total Aver. Total Stop Perf. Aver. FUEL Flow Delay Delay Stops Rate Index Speed Rate Total (veh/h) (veh-h/h)(sec) (veh/h) (km/h) (mL/km) (mL/h) ----------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 211 .00 .0 0 .00 4.19 50.4 82.1 17317.0 ----------------------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 10 .00 1.6 4 .38 .55 47.0 89.5 895.2 ----------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 165 .10 2.3 0 .00 3.58 57.7 83.0 13692.1 ----------------------------------------------------------------------- ALL GROUPS: 386 .11 1.0 4 .01 8.32 53.1 82.7 31904.4 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 11:47 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R205PPMD * Situacion con proyecto (construccion) 2005 (punta mediodia) Intersection No.: 2 Unsignalised Intersection

Table S.7 - LANE PERFORMANCE ---------------------------------------------------------------- Arv Back of Flow Cap Deg. Aver. Stop Q u e u e Short Lane Mov (veh (veh Satn Delay Rate ----------- Lane No. No. /h) /h) x (sec) (vehs) (m) (m) ---------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 TR 1, 211 1176 .179 .0 .00 .0 0 2 ---------------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 1 LR 3, 10 703 .014 1.6 .38 .3 3 4 ---------------------------------------------------------------- WEST: Ruta G-260 (poniente) 1 LT 5, 165 1135 .145 2.3 .00 .7 7 6 ---------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects.


Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 11:47 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R205PPMD * Situacion con proyecto (construccion) 2005 (punta mediodia) Intersection No.: 2 Unsignalised Intersection

Table S.8 - LANE FLOW AND CAPACITY INFORMATION ------------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * ****** **** 1, 0 202 9 211 1850 1176 0 0 1176 .179 100 * * 2 *** * ------------------------------------------------------------------------------ NORTH WEST: Acceso a J. Olivares Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * ****** 3, 5 0 5 10 1850 703 0 7 703 .014 100 * 4 *** * ------------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * * ****** **** 5, 2 163 0 165 1850 1135 0 60 1135 .145 100


* 6 ------------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 11:47 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R205PPMD * Situacion con proyecto (construccion) 2005 (punta mediodia) Intersection No.: 2 Unsignalised Intersection

Table S.10 - MOVEMENT CAPACITY AND PERFORMANCE SUMMARY ------------------------------------------------------------------ Aver. Stop Longest Perf. Mov Mov Arv Total Lane Deg. Delay Rate Queue Index No. Typ Flow Cap. Util Satn (veh (veh (sec) (veh) /h) /h) (%) x ------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 T 202 1126 100 .179 .0 .00 .0 4.04 2 R 9 50 100 .180* .0 .00 .0 .15 ------------------------------------------------------------------ NORTH WEST: Acceso a J. Olivares 3 L 5 352 100 .014 1.6 .38 .3 .25 4 R 5 352 100 .014 1.6 .38 .3 .30 ------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 L 2 14 100 .143 2.3 .00 .7 .05 6 T 163 1122 100 .145 2.3 .00 .7 3.53 ------------------------------------------------------------------

* Maximum degree of saturation Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 11:47 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R205PPMD * Situacion con proyecto (construccion) 2005 (punta mediodia) Intersection No.: 2 Unsignalised Intersection

Table S.12 - FUEL CONSUMPTION, EMISSIONS AND COST ------------------------------------------------------------------------- Mov Fuel Consumption HC NOX CO CO2 COST No. Rate Total Total Total Total Total Total mL/km L/h g/h g/h g/h kg/h c/h ------------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 82.1 17 51 54 1119 41 3855


2 R 81.5 1 2 3 42 2 155 ---------------------------------------------------------- ALL MOVS: 82.1 17 53 57 1161 43 4010 ------------------------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 3 L 88.1 0 1 2 35 1 93 4 R 91.0 0 2 1 38 1 118 ---------------------------------------------------------- ALL MOVS: 89.5 1 3 3 73 2 211 ------------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 83.6 0 1 1 11 0 40 6 T 83.0 14 40 51 769 34 2910 ---------------------------------------------------------- ALL MOVS: 83.0 14 41 52 780 34 2949 ---------------------------------------------------------- INTERSECTION: 82.7 32 97 112 2014 80 7170 -------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 11:47 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R205PPMD * Situacion con proyecto (construccion) 2005 (punta mediodia) Intersection No.: 2 Unsignalised Intersection

Table S.15 - CAPACITY AND LEVEL OF SERVICE (HCM METHOD) --------------------------------------------------------- Mov Mov Total Total Deg. Prog. Aver. LOS No. Typ Flow Cap. of Factor Delay (veh (veh Satn /h) /h) (v/c) (sec) --------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 202 1126 .179 1.00 .0 A 2 R 9 50 .180* 1.00 .0 A ------------------------------------------ ALL MOVS: 211 1176 .180 .0 A --------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 3 L 5 352 .014 1.00 1.6 A 4 R 5 352 .014 1.00 1.6 A ------------------------------------------ ALL MOVS: 10 704 .014 1.6 A --------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 2 14 .143 1.00 2.3 A 6 T 163 1122 .145 1.00 2.3 A ------------------------------------------ ALL MOVS: 165 1136 .145 2.3 A ------------------------------------------ INTERSECTION: 386 3014 .180 1.0 A ---------------------------------------------------------


Level of Service calculations are based on overall delay. * Maximum v/c ratio, or critical green periods 1 ARRB SIDRA 4.07 - Time and Date of Analysis 11:47 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R205PPMD * Situacion con proyecto (construccion) 2005 (punta mediodia) Intersection No.: 2 Unsignalised Intersection





Interseccion Ruta G-260 / Acceso a J. Olivares * R205PPT * Situacion con proyecto (construccion) 2005 (punta tarde) Intersection No.: 2 Unsignalised Intersection

Table S.0 - TRAFFIC FLOW DATA (Flows in veh/hour as used by the program) ------------------------------------------------------------------------ Mov Left Through Right Flow Peak No. --------- --------- --------- Scale Hour LV HV LV HV LV HV Factor ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 0 0 107 61 0 0 1.00 1.00 2 0 0 0 0 15 2 1.00 1.00 ------------------------------------------------------------------------ NORTH WEST: Acceso a J. Olivares 3 14 3 0 0 0 0 1.00 1.00 4 0 0 0 0 1 1 1.00 1.00 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 2 3 0 0 0 0 1.00 1.00 6 0 0 135 65 0 0 1.00 1.00 ------------------------------------------------------------------------ Based on unit time = 60 minutes. Flow Scale and Peak Hour Factor effects included in flow values.1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:32 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R205PPT * Situacion con proyecto (construccion) 2005 (punta tarde) Intersection No.: 2 Unsignalised Intersection

Table S.2 - MOVEMENT CAPACITY PARAMETERS ---------------------------------------------------------- Mov Arv Total Total Prac. Prac. Lane Deg. No. Flow Opng Cap. Deg. Spare Util Satn (veh Flow (veh Satn Cap. /h) (pcu/h) /h) xp (%) (%) x ---------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 168 0 1253 .80 497 100 .134 2 R 17 0 127 .80 498 100 .134 ---------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 3 L 17 382+ 515 .80 2324 100 .033


4 R 2 177+ 61 .80 2340 100 .033 ---------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 5 202 34 .80 444 100 .147 6 T 200 0 1348 .80 439 100 .148* ---------------------------------------------------------- + Percentage of exiting flow included in total opposing flow 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:32 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R205PPT * Situacion con proyecto (construccion) 2005 (punta tarde) Intersection No.: 2 Unsignalised Intersection


Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 T .00 .0 0 .00 .0 0 3.36 50.0 82.1 2 R .00 .0 0 .00 .0 0 .28 60.0 81.5 ------------------------------------------------------------------------ NORTH WEST: Acceso a J. Olivares 3 L .01 2.6 8 .48 .4 3 .72 57.5 89.8 4 R .00 2.6 1 .48 .4 3 .10 38.9 91.9 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 L .00 2.2 0 .00 .8 7 .12 48.5 83.3 6 T .12 2.2 1 .00 .8 7 4.28 57.9 82.8 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:32 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R205PPT * Situacion con proyecto (construccion) 2005 (punta tarde) Intersection No.: 2 Unsignalised Intersection



----------------------------------------------------------------------- Total Total Aver. Total Stop Perf. Aver. FUEL Flow Delay Delay Stops Rate Index Speed Rate Total (veh/h) (veh-h/h)(sec) (veh/h) (km/h) (mL/km) (mL/h) ----------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 185 .00 .0 0 .00 3.64 50.8 82.0 15177.7 ----------------------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 19 .01 2.6 9 .48 .82 54.7 90.0 1709.7 ----------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 205 .12 2.2 1 .00 4.40 57.6 82.8 16967.1 ----------------------------------------------------------------------- ALL GROUPS: 409 .14 1.2 10 .02 8.86 54.2 82.8 33854.6 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:32 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R205PPT * Situacion con proyecto (construccion) 2005 (punta tarde) Intersection No.: 2 Unsignalised Intersection

Table S.7 - LANE PERFORMANCE ---------------------------------------------------------------- Arv Back of Flow Cap Deg. Aver. Stop Q u e u e Short Lane Mov (veh (veh Satn Delay Rate ----------- Lane No. No. /h) /h) x (sec) (vehs) (m) (m) ---------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 TR 1, 185 1380 .134 .0 .00 .0 0 2 ---------------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 1 LR 3, 19 575 .033 2.6 .48 .4 3 4 ---------------------------------------------------------------- WEST: Ruta G-260 (poniente) 1 LT 5, 205 1382 .148 2.2 .00 .8 7 6 ---------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:32 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R205PPT * Situacion con proyecto (construccion) 2005 (punta tarde)



Table S.8 - LANE FLOW AND CAPACITY INFORMATION ------------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * ****** **** 1, 0 168 17 185 1850 1380 0 0 1380 .134 100 * * 2 *** * ------------------------------------------------------------------------------ NORTH WEST: Acceso a J. Olivares Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * ****** 3, 17 0 2 19 1850 575 0 2 575 .033 100 * 4 *** * ------------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * * ****** **** 5, 5 200 0 205 1850 1382 0 60 1382 .148 100 * 6 ------------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:32 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R205PPT *


Situacion con proyecto (construccion) 2005 (punta tarde) Intersection No.: 2 Unsignalised Intersection

Table S.10 - MOVEMENT CAPACITY AND PERFORMANCE SUMMARY ------------------------------------------------------------------ Aver. Stop Longest Perf. Mov Mov Arv Total Lane Deg. Delay Rate Queue Index No. Typ Flow Cap. Util Satn (veh (veh (sec) (veh) /h) /h) (%) x ------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 T 168 1253 100 .134 .0 .00 .0 3.36 2 R 17 127 100 .134 .0 .00 .0 .28 ------------------------------------------------------------------ NORTH WEST: Acceso a J. Olivares 3 L 17 515 100 .033 2.6 .48 .4 .72 4 R 2 61 100 .033 2.6 .48 .4 .10 ------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 L 5 34 100 .147 2.2 .00 .8 .12 6 T 200 1348 100 .148* 2.2 .00 .8 4.28 ------------------------------------------------------------------

* Maximum degree of saturation Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:32 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R205PPT * Situacion con proyecto (construccion) 2005 (punta tarde) Intersection No.: 2 Unsignalised Intersection

Table S.12 - FUEL CONSUMPTION, EMISSIONS AND COST ------------------------------------------------------------------------- Mov Fuel Consumption HC NOX CO CO2 COST No. Rate Total Total Total Total Total Total mL/km L/h g/h g/h g/h kg/h c/h ------------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 82.1 14 42 45 930 34 3206 2 R 81.5 1 4 5 79 3 292 ---------------------------------------------------------- ALL MOVS: 82.0 15 47 50 1010 38 3498 ------------------------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 3 L 89.8 2 5 6 128 4 324 4 R 91.9 0 1 1 16 0 48 ----------------------------------------------------------


ALL MOVS: 90.0 2 5 7 144 4 372 ------------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 83.3 0 1 1 28 1 98 6 T 82.8 17 49 63 944 41 3548 ---------------------------------------------------------- ALL MOVS: 82.8 17 51 64 972 42 3647 ---------------------------------------------------------- INTERSECTION: 82.8 34 102 122 2126 85 7517 -------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:32 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R205PPT * Situacion con proyecto (construccion) 2005 (punta tarde) Intersection No.: 2 Unsignalised Intersection

Table S.15 - CAPACITY AND LEVEL OF SERVICE (HCM METHOD) --------------------------------------------------------- Mov Mov Total Total Deg. Prog. Aver. LOS No. Typ Flow Cap. of Factor Delay (veh (veh Satn /h) /h) (v/c) (sec) --------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 168 1253 .134 1.00 .0 A 2 R 17 127 .134 1.00 .0 A ------------------------------------------ ALL MOVS: 185 1380 .134 .0 A --------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 3 L 17 515 .033 1.00 2.6 A 4 R 2 61 .033 1.00 2.6 A ------------------------------------------ ALL MOVS: 19 576 .033 2.6 A --------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 5 34 .147 1.00 2.2 A 6 T 200 1348 .148* 1.00 2.2 A ------------------------------------------ ALL MOVS: 205 1382 .148 2.2 A ------------------------------------------ INTERSECTION: 409 3337 .148 1.2 A ---------------------------------------------------------

Level of Service calculations are based on overall delay. * Maximum v/c ratio, or critical green periods 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:32 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R205PPT * Situacion con proyecto (construccion) 2005 (punta tarde) Intersection No.: 2 Unsignalised Intersection



Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305PPM * Situacion con proyecto (construccion) 2005 (punta manana) Intersection No.: 3 Unsignalised Intersection

Table S.0 - TRAFFIC FLOW DATA (Flows in veh/hour as used by the program) ------------------------------------------------------------------------ Mov Left Through Right Flow Peak No. --------- --------- --------- Scale Hour LV HV LV HV LV HV Factor ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 3 0 0 92 148 0 0 1.00 1.00 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 4 0 0 121 118 0 0 1.00 1.00 ------------------------------------------------------------------------ SOUTH WEST: Lazo surponiente 1 9 5 0 0 0 0 1.00 1.00 2 0 0 0 0 91 45 1.00 1.00 ------------------------------------------------------------------------ Based on unit time = 60 minutes. Flow Scale and Peak Hour Factor effects included in flow values.1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:41 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305PPM * Situacion con proyecto (construccion) 2005 (punta manana) Intersection No.: 3 Unsignalised Intersection

Table S.2 - MOVEMENT CAPACITY PARAMETERS ---------------------------------------------------------- Mov Arv Total Total Prac. Prac. Lane Deg. No. Flow Opng Cap. Deg. Spare Util Satn (veh Flow (veh Satn Cap. /h) (pcu/h) /h) xp (%) (%) x ---------------------------------------------------------- EAST: Ruta G-260 (oriente) 3 T 240 0 1144 .80 281 100 .210* ---------------------------------------------------------- WEST: Ruta G-260 (poniente) 4 T 239 0 1239 .80 315 100 .193 ---------------------------------------------------------- SOUTH WEST: Lazo surponiente 1 L 14 479 81 .80 363 100 .173


2 R 136 239 782 .80 360 100 .174 ----------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:41 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305PPM * Situacion con proyecto (construccion) 2005 (punta manana) Intersection No.: 3 Unsignalised Intersection


Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 3 T .00 .0 0 .00 .0 0 4.80 50.0 82.1 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 4 T .00 .0 0 .00 .0 0 4.78 50.0 82.1 ------------------------------------------------------------------------ SOUTH WEST: Lazo surponiente 1 L .01 1.4 4 .32 .3 3 .41 39.4 70.9 2 R .05 1.4 43 .32 .3 3 2.86 58.6 65.3 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:41 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305PPM * Situacion con proyecto (construccion) 2005 (punta manana) Intersection No.: 3 Unsignalised Intersection

Table S.6 - INTERSECTION PERFORMANCE ----------------------------------------------------------------------- Total Total Aver. Total Stop Perf. Aver. FUEL Flow Delay Delay Stops Rate Index Speed Rate Total (veh/h) (veh-h/h)(sec) (veh/h) (km/h) (mL/km) (mL/h) ----------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 240 .00 .0 0 .00 4.80 50.0 82.1 19703.2


----------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 239 .00 .0 0 .00 4.78 50.0 82.1 19621.1 ----------------------------------------------------------------------- SOUTH WEST: Lazo surponiente 150 .06 1.4 48 .32 3.27 56.1 65.8 9871.7 ----------------------------------------------------------------------- ALL GROUPS: 629 .06 .3 48 .08 12.85 51.3 78.2 49196.0 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:41 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305PPM * Situacion con proyecto (construccion) 2005 (punta manana) Intersection No.: 3 Unsignalised Intersection

Table S.7 - LANE PERFORMANCE ---------------------------------------------------------------- Arv Back of Flow Cap Deg. Aver. Stop Q u e u e Short Lane Mov (veh (veh Satn Delay Rate ----------- Lane No. No. /h) /h) x (sec) (vehs) (m) (m) ---------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 3 240 1144 .210 .0 .00 .0 0 ---------------------------------------------------------------- WEST: Ruta G-260 (poniente) 1 T 4 239 1239 .193 .0 .00 .0 0 ---------------------------------------------------------------- SOUTH WEST: Lazo surponiente 1 LR 1, 150 863 .174 1.4 .32 .3 3 2 ---------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:41 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305PPM * Situacion con proyecto (construccion) 2005 (punta manana) Intersection No.: 3 Unsignalised Intersection

Table S.8 - LANE FLOW AND CAPACITY INFORMATION ------------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) Saturation Flow Min Tot


Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x %

* *********** 3 0 240 0 240 1850 1144 0 0 1144 .210 100 * ------------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x %

* *********** 4 0 239 0 239 1850 1239 0 0 1239 .193 100 * ------------------------------------------------------------------------------ SOUTH WEST: Lazo surponiente Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * ****** 1, 14 0 136 150 1850 863 0 60 863 .174 100 * 2 *** * ------------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:41 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305PPM * Situacion con proyecto (construccion) 2005 (punta manana) Intersection No.: 3 Unsignalised Intersection

Table S.10 - MOVEMENT CAPACITY AND PERFORMANCE SUMMARY ------------------------------------------------------------------ Aver. Stop Longest Perf. Mov Mov Arv Total Lane Deg. Delay Rate Queue Index No. Typ Flow Cap. Util Satn (veh (veh (sec) (veh)


/h) /h) (%) x ------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 3 T 240 1144 100 .210* .0 .00 .0 4.80 ------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 4 T 239 1239 100 .193 .0 .00 .0 4.78 ------------------------------------------------------------------ SOUTH WEST: Lazo surponiente 1 L 14 81 100 .173 1.4 .32 .3 .41 2 R 136 782 100 .174 1.4 .32 .3 2.86 ------------------------------------------------------------------

* Maximum degree of saturation Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:41 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305PPM * Situacion con proyecto (construccion) 2005 (punta manana) Intersection No.: 3 Unsignalised Intersection

Table S.12 - FUEL CONSUMPTION, EMISSIONS AND COST ------------------------------------------------------------------------- Mov Fuel Consumption HC NOX CO CO2 COST No. Rate Total Total Total Total Total Total mL/km L/h g/h g/h g/h kg/h c/h ------------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 3 T 82.1 20 61 64 1329 49 4580 ---------------------------------------------------------- ALL MOVS: 82.1 20 61 64 1329 49 4580 ------------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 4 T 82.1 20 60 64 1324 49 4561 ---------------------------------------------------------- ALL MOVS: 82.1 20 60 64 1324 49 4561 ------------------------------------------------------------------------- SOUTH WEST: Lazo surponiente 1 L 70.9 1 4 1 59 2 301 2 R 65.3 9 36 16 416 22 2231 ---------------------------------------------------------- ALL MOVS: 65.8 10 40 17 475 25 2532 ---------------------------------------------------------- INTERSECTION: 78.2 49 161 146 3128 123 11674 -------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:41 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305PPM * Situacion con proyecto (construccion) 2005 (punta manana) Intersection No.: 3



Table S.15 - CAPACITY AND LEVEL OF SERVICE (HCM METHOD) --------------------------------------------------------- Mov Mov Total Total Deg. Prog. Aver. LOS No. Typ Flow Cap. of Factor Delay (veh (veh Satn /h) /h) (v/c) (sec) --------------------------------------------------------- EAST: Ruta G-260 (oriente) 3 T 240 1144 .210* 1.00 .0 A ------------------------------------------ ALL MOVS: 240 1144 .210 .0 A --------------------------------------------------------- WEST: Ruta G-260 (poniente) 4 T 239 1239 .193 1.00 .0 A ------------------------------------------ ALL MOVS: 239 1239 .193 .0 A --------------------------------------------------------- SOUTH WEST: Lazo surponiente 1 L 14 81 .173 1.00 1.4 A 2 R 136 782 .174 1.00 1.4 A ------------------------------------------ ALL MOVS: 150 863 .174 1.4 A ------------------------------------------ INTERSECTION: 629 3246 .210 .3 A ---------------------------------------------------------

Level of Service calculations are based on overall delay. * Maximum v/c ratio, or critical green periods 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:41 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305PPM * Situacion con proyecto (construccion) 2005 (punta manana) Intersection No.: 3 Unsignalised Intersection

DIAGNOSTIC REPORT ------------------------------------------------------------------------------ * Information about this run: Intersection Type: Unsignalised - Give Way Driving on the right-hand side of the road Input data specified in Metric units User level: Advanced Default Values File No. 30 Flow period (for performance): 60 minutes Unit time (for volumes): 60 minutes * Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included.


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Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305PPMD * Situacion con proyecto (construccion) 2005 (punta mediodia) Intersection No.: 3 Unsignalised Intersection

Table S.0 - TRAFFIC FLOW DATA (Flows in veh/hour as used by the program) ------------------------------------------------------------------------ Mov Left Through Right Flow Peak No. --------- --------- --------- Scale Hour LV HV LV HV LV HV Factor ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 3 0 0 117 149 0 0 1.00 1.00 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 4 0 0 105 147 0 0 1.00 1.00 ------------------------------------------------------------------------ SOUTH WEST: Lazo surponiente 1 11 1 0 0 0 0 1.00 1.00 2 0 0 0 0 146 47 1.00 1.00 ------------------------------------------------------------------------ Based on unit time = 60 minutes. Flow Scale and Peak Hour Factor effects included in flow values.1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:00 PM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305PPMD * Situacion con proyecto (construccion) 2005 (punta mediodia) Intersection No.: 3 Unsignalised Intersection

Table S.2 - MOVEMENT CAPACITY PARAMETERS ---------------------------------------------------------- Mov Arv Total Total Prac. Prac. Lane Deg. No. Flow Opng Cap. Deg. Spare Util Satn (veh Flow (veh Satn Cap. /h) (pcu/h) /h) xp (%) (%) x ---------------------------------------------------------- EAST: Ruta G-260 (oriente) 3 T 266 0 1186 .80 257 100 .224 ---------------------------------------------------------- WEST: Ruta G-260 (poniente) 4 T 252 0 1168 .80 271 100 .216 ----------------------------------------------------------


SOUTH WEST: Lazo surponiente 1 L 12 518 51 .80 240 100 .235* 2 R 193 252 823 .80 241 100 .235* ----------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:00 PM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305PPMD * Situacion con proyecto (construccion) 2005 (punta mediodia) Intersection No.: 3 Unsignalised Intersection


Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 3 T .00 .0 0 .00 .0 0 5.32 50.0 82.1 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 4 T .00 .0 0 .00 .0 0 5.04 50.0 82.1 ------------------------------------------------------------------------ SOUTH WEST: Lazo surponiente 1 L .01 1.5 4 .32 .4 3 .35 39.3 70.9 2 R .08 1.5 62 .32 .4 3 3.99 58.5 65.4 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:00 PM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305PPMD * Situacion con proyecto (construccion) 2005 (punta mediodia) Intersection No.: 3 Unsignalised Intersection

Table S.6 - INTERSECTION PERFORMANCE ----------------------------------------------------------------------- Total Total Aver. Total Stop Perf. Aver. FUEL Flow Delay Delay Stops Rate Index Speed Rate Total


(veh/h) (veh-h/h)(sec) (veh/h) (km/h) (mL/km) (mL/h) ----------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 266 .00 .0 0 .00 5.32 50.0 82.1 21837.7 ----------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 252 .00 .0 0 .00 5.04 50.0 82.1 20688.3 ----------------------------------------------------------------------- SOUTH WEST: Lazo surponiente 205 .09 1.5 66 .32 4.34 56.9 65.7 13471.7 ----------------------------------------------------------------------- ALL GROUPS: 723 .09 .4 66 .09 14.70 51.8 77.5 55997.8 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:00 PM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305PPMD * Situacion con proyecto (construccion) 2005 (punta mediodia) Intersection No.: 3 Unsignalised Intersection

Table S.7 - LANE PERFORMANCE ---------------------------------------------------------------- Arv Back of Flow Cap Deg. Aver. Stop Q u e u e Short Lane Mov (veh (veh Satn Delay Rate ----------- Lane No. No. /h) /h) x (sec) (vehs) (m) (m) ---------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 3 266 1186 .224 .0 .00 .0 0 ---------------------------------------------------------------- WEST: Ruta G-260 (poniente) 1 T 4 252 1168 .216 .0 .00 .0 0 ---------------------------------------------------------------- SOUTH WEST: Lazo surponiente 1 LR 1, 205 874 .235 1.5 .32 .4 3 2 ---------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:00 PM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305PPMD * Situacion con proyecto (construccion) 2005 (punta mediodia) Intersection No.: 3 Unsignalised Intersection




* *********** 4 0 252 0 252 1850 1168 0 0 1168 .216 100 * ------------------------------------------------------------------------------ SOUTH WEST: Lazo surponiente Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * ****** 1, 12 0 193 205 1850 874 0 60 874 .235 100 * 2 *** * ------------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:00 PM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305PPMD * Situacion con proyecto (construccion) 2005 (punta mediodia) Intersection No.: 3 Unsignalised Intersection


Table S.10 - MOVEMENT CAPACITY AND PERFORMANCE SUMMARY ------------------------------------------------------------------ Aver. Stop Longest Perf. Mov Mov Arv Total Lane Deg. Delay Rate Queue Index No. Typ Flow Cap. Util Satn (veh (veh (sec) (veh) /h) /h) (%) x ------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 3 T 266 1186 100 .224 .0 .00 .0 5.32 ------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 4 T 252 1168 100 .216 .0 .00 .0 5.04 ------------------------------------------------------------------ SOUTH WEST: Lazo surponiente 1 L 12 51 100 .235* 1.5 .32 .4 .35 2 R 193 823 100 .235* 1.5 .32 .4 3.99 ------------------------------------------------------------------

* Maximum degree of saturation Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:00 PM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305PPMD * Situacion con proyecto (construccion) 2005 (punta mediodia) Intersection No.: 3 Unsignalised Intersection

Table S.12 - FUEL CONSUMPTION, EMISSIONS AND COST ------------------------------------------------------------------------- Mov Fuel Consumption HC NOX CO CO2 COST No. Rate Total Total Total Total Total Total mL/km L/h g/h g/h g/h kg/h c/h ------------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 3 T 82.1 22 67 71 1473 55 5077 ---------------------------------------------------------- ALL MOVS: 82.1 22 67 71 1473 55 5077 ------------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 4 T 82.1 21 64 68 1396 52 4809 ---------------------------------------------------------- ALL MOVS: 82.1 21 64 68 1396 52 4809 ------------------------------------------------------------------------- SOUTH WEST: Lazo surponiente 1 L 70.9 1 4 1 51 2 258 2 R 65.4 13 51 23 596 32 3172 ---------------------------------------------------------- ALL MOVS: 65.7 13 55 24 647 34 3431


---------------------------------------------------------- INTERSECTION: 77.5 56 186 163 3516 140 13316 -------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:00 PM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305PPMD * Situacion con proyecto (construccion) 2005 (punta mediodia) Intersection No.: 3 Unsignalised Intersection

Table S.15 - CAPACITY AND LEVEL OF SERVICE (HCM METHOD) --------------------------------------------------------- Mov Mov Total Total Deg. Prog. Aver. LOS No. Typ Flow Cap. of Factor Delay (veh (veh Satn /h) /h) (v/c) (sec) --------------------------------------------------------- EAST: Ruta G-260 (oriente) 3 T 266 1186 .224 1.00 .0 A ------------------------------------------ ALL MOVS: 266 1186 .224 .0 A --------------------------------------------------------- WEST: Ruta G-260 (poniente) 4 T 252 1168 .216 1.00 .0 A ------------------------------------------ ALL MOVS: 252 1168 .216 .0 A --------------------------------------------------------- SOUTH WEST: Lazo surponiente 1 L 12 51 .235* 1.00 1.5 A 2 R 193 823 .235* 1.00 1.5 A ------------------------------------------ ALL MOVS: 205 874 .235 1.5 A ------------------------------------------ INTERSECTION: 723 3228 .235 .4 A ---------------------------------------------------------

Level of Service calculations are based on overall delay. * Maximum v/c ratio, or critical green periods 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:00 PM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305PPMD * Situacion con proyecto (construccion) 2005 (punta mediodia) Intersection No.: 3 Unsignalised Intersection

DIAGNOSTIC REPORT ------------------------------------------------------------------------------ * Information about this run: Intersection Type: Unsignalised - Give Way


Driving on the right-hand side of the road Input data specified in Metric units User level: Advanced Default Values File No. 30 Flow period (for performance): 60 minutes Unit time (for volumes): 60 minutes * Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. ------------------------------------------------------------------------------




Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305PPT * Situacion con proyecto (construccion) 2005 (punta tarde) Intersection No.: 3 Unsignalised Intersection

Table S.0 - TRAFFIC FLOW DATA (Flows in veh/hour as used by the program) ------------------------------------------------------------------------ Mov Left Through Right Flow Peak No. --------- --------- --------- Scale Hour LV HV LV HV LV HV Factor ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 3 0 0 110 97 0 0 1.00 1.00 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 4 0 0 159 90 0 0 1.00 1.00 ------------------------------------------------------------------------ SOUTH WEST: Lazo surponiente 1 5 1 0 0 0 0 1.00 1.00 2 0 0 0 0 684 38 1.00 1.00 ------------------------------------------------------------------------ Based on unit time = 60 minutes. Flow Scale and Peak Hour Factor effects included in flow values.1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:49 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305PPT * Situacion con proyecto (construccion) 2005 (punta tarde) Intersection No.: 3 Unsignalised Intersection

Table S.2 - MOVEMENT CAPACITY PARAMETERS ---------------------------------------------------------- Mov Arv Total Total Prac. Prac. Lane Deg. No. Flow Opng Cap. Deg. Spare Util Satn (veh Flow (veh Satn Cap. /h) (pcu/h) /h) xp (%) (%) x ---------------------------------------------------------- EAST: Ruta G-260 (oriente) 3 T 207 0 1260 .80 387 100 .164 ---------------------------------------------------------- WEST: Ruta G-260 (poniente) 4 T 249 0 1359 .80 337 100 .183 ---------------------------------------------------------- SOUTH WEST: Lazo surponiente 1 L 6 456 8 .80 7 100 .750


2 R 722 249 916 .80 1 100 .788* ----------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:49 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305PPT * Situacion con proyecto (construccion) 2005 (punta tarde) Intersection No.: 3 Unsignalised Intersection


Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 3 T .00 .0 0 .00 .0 0 4.14 50.0 82.1 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 4 T .00 .0 0 .00 .0 0 4.98 50.0 82.1 ------------------------------------------------------------------------ SOUTH WEST: Lazo surponiente 1 L .01 5.0 3 .51 1.3 8 .19 37.9 73.9 2 R 1.00 5.0 371 .51 1.3 8 16.36 55.4 70.0 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:49 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305PPT * Situacion con proyecto (construccion) 2005 (punta tarde) Intersection No.: 3 Unsignalised Intersection

Table S.6 - INTERSECTION PERFORMANCE ----------------------------------------------------------------------- Total Total Aver. Total Stop Perf. Aver. FUEL Flow Delay Delay Stops Rate Index Speed Rate Total (veh/h) (veh-h/h)(sec) (veh/h) (km/h) (mL/km) (mL/h) ----------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 207 .00 .0 0 .00 4.14 50.0 82.1 16994.0


----------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 249 .00 .0 0 .00 4.98 50.0 82.1 20442.1 ----------------------------------------------------------------------- SOUTH WEST: Lazo surponiente 728 1.01 5.0 374 .51 16.55 55.2 70.0 50994.8 ----------------------------------------------------------------------- ALL GROUPS: 1184 1.01 3.1 374 .32 25.67 53.1 74.7 88430.8 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:49 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305PPT * Situacion con proyecto (construccion) 2005 (punta tarde) Intersection No.: 3 Unsignalised Intersection

Table S.7 - LANE PERFORMANCE ---------------------------------------------------------------- Arv Back of Flow Cap Deg. Aver. Stop Q u e u e Short Lane Mov (veh (veh Satn Delay Rate ----------- Lane No. No. /h) /h) x (sec) (vehs) (m) (m) ---------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 3 207 1260 .164 .0 .00 .0 0 ---------------------------------------------------------------- WEST: Ruta G-260 (poniente) 1 T 4 249 1359 .183 .0 .00 .0 0 ---------------------------------------------------------------- SOUTH WEST: Lazo surponiente 1 LR 1, 728 924 .788 5.0 .51 1.3 8 2 ---------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:49 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305PPT * Situacion con proyecto (construccion) 2005 (punta tarde) Intersection No.: 3 Unsignalised Intersection

Table S.8 - LANE FLOW AND CAPACITY INFORMATION ------------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) Saturation Flow Min Tot


Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x %


* *********** 4 0 249 0 249 1850 1359 0 0 1359 .183 100 * ------------------------------------------------------------------------------ SOUTH WEST: Lazo surponiente Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * ****** 1, 6 0 722 728 1850 924 0 60 924 .788 100 * 2 *** * ------------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:49 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305PPT * Situacion con proyecto (construccion) 2005 (punta tarde) Intersection No.: 3 Unsignalised Intersection

Table S.10 - MOVEMENT CAPACITY AND PERFORMANCE SUMMARY ------------------------------------------------------------------ Aver. Stop Longest Perf. Mov Mov Arv Total Lane Deg. Delay Rate Queue Index No. Typ Flow Cap. Util Satn (veh (veh (sec) (veh)


/h) /h) (%) x ------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 3 T 207 1260 100 .164 .0 .00 .0 4.14 ------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 4 T 249 1359 100 .183 .0 .00 .0 4.98 ------------------------------------------------------------------ SOUTH WEST: Lazo surponiente 1 L 6 8 100 .750 5.0 .51 1.3 .19 2 R 722 916 100 .788* 5.0 .51 1.3 16.36 ------------------------------------------------------------------

* Maximum degree of saturation Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:49 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305PPT * Situacion con proyecto (construccion) 2005 (punta tarde) Intersection No.: 3 Unsignalised Intersection

Table S.12 - FUEL CONSUMPTION, EMISSIONS AND COST ------------------------------------------------------------------------- Mov Fuel Consumption HC NOX CO CO2 COST No. Rate Total Total Total Total Total Total mL/km L/h g/h g/h g/h kg/h c/h ------------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 3 T 82.1 17 52 56 1146 42 3951 ---------------------------------------------------------- ALL MOVS: 82.1 17 52 56 1146 42 3951 ------------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 4 T 82.1 20 63 67 1379 51 4752 ---------------------------------------------------------- ALL MOVS: 82.1 20 63 67 1379 51 4752 ------------------------------------------------------------------------- SOUTH WEST: Lazo surponiente 1 L 73.9 0 2 1 29 1 135 2 R 70.0 51 208 111 3170 126 12850 ---------------------------------------------------------- ALL MOVS: 70.0 51 210 112 3199 127 12985 ---------------------------------------------------------- INTERSECTION: 74.7 88 325 234 5724 221 21688 -------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:49 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305PPT * Situacion con proyecto (construccion) 2005 (punta tarde) Intersection No.: 3



Table S.15 - CAPACITY AND LEVEL OF SERVICE (HCM METHOD) --------------------------------------------------------- Mov Mov Total Total Deg. Prog. Aver. LOS No. Typ Flow Cap. of Factor Delay (veh (veh Satn /h) /h) (v/c) (sec) --------------------------------------------------------- EAST: Ruta G-260 (oriente) 3 T 207 1260 .164 1.00 .0 A ------------------------------------------ ALL MOVS: 207 1260 .164 .0 A --------------------------------------------------------- WEST: Ruta G-260 (poniente) 4 T 249 1359 .183 1.00 .0 A ------------------------------------------ ALL MOVS: 249 1359 .183 .0 A --------------------------------------------------------- SOUTH WEST: Lazo surponiente 1 L 6 8 .750 1.00 5.0 A 2 R 722 916 .788* 1.00 5.0 A ------------------------------------------ ALL MOVS: 728 924 .788 5.0 A ------------------------------------------ INTERSECTION: 1184 3542 .788 3.1 A ---------------------------------------------------------

Level of Service calculations are based on overall delay. * Maximum v/c ratio, or critical green periods 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:49 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R305PPT * Situacion con proyecto (construccion) 2005 (punta tarde) Intersection No.: 3 Unsignalised Intersection

DIAGNOSTIC REPORT ------------------------------------------------------------------------------ * Information about this run: Intersection Type: Unsignalised - Give Way Driving on the right-hand side of the road Input data specified in Metric units User level: Advanced Default Values File No. 30 Flow period (for performance): 60 minutes Unit time (for volumes): 60 minutes * Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included.


------------------------------------------------------------------------------




Rotonda frente calle Antofagasta * R405PPM * Situacion con proyecto (construccion) 2005 (punta manana) Intersection No.: 4 Roundabout


Table R.0 - ROUNDABOUT BASIC PARAMETERS ----------------------------------------------------------------------------- Circulating/Exiting Stream Cent Circ Insc No.of No.of Av.Ent ---------------------------------- Island Width Diam. Circ. Entry Lane Flow %HV Adjust. %Exit Cap. Diam Lanes Lanes Width (veh/ Flow Incl. Constr. (m) (m) (m) (m) h) (pcu/h) Effect ----------------------------------------------------------------------------- EAST: Avda. Rinconada oriente 18 7 32 2 2 3.50 300 .0 300 0 N ----------------------------------------------------------------------------- WEST: Avda. Rinconada Poniente 18 7 32 2 2 3.50 300 .0 300 0 N ----------------------------------------------------------------------------- SOUTH WEST: Calle Antofagasta 18 7 32 2 1 3.50 296 36.5 389 0 N -----------------------------------------------------------------------------


1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:55 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R405PPM * Situacion con proyecto (construccion) 2005 (punta manana) Intersection No.: 4 Roundabout

Table R.1 - ROUNDABOUT GAP ACCEPTANCE PARAMETERS --------------------------------------------------------------------- Turn Lane Lane Circ/ Intra- Prop. Critical Follow No. Type Exit Bunch Bunched Gap Up Flow Headway Vehicles (s) Headway (pcu/h) (s) (s) --------------------------------------------------------------------- EAST: Avda. Rinconada oriente Left 1 Subdominant 300 1.0 .313 5.66 3.18 Thru 1 Subdominant 300 1.0 .313 5.66 3.18 Right 1 Subdominant 0 1.0 1.000 .00U .00U 2 Dominant 397 1.0 .333 4.59 2.62 --------------------------------------------------------------------- WEST: Avda. Rinconada Poniente Left 1 Subdominant 300 1.0 .313 4.91 2.76 Thru 1 Subdominant 300 1.0 .313 4.91 2.76 2 Dominant 300 1.0 .313 4.74 2.66 Right 2 Dominant 0 1.0 1.000 .00U .00U --------------------------------------------------------------------- SOUTH WEST: Calle Antofagasta Thru 1 Dominant 300 1.0 .313 5.44 3.06 Right 1 Dominant 389 1.0 .331 5.29 3.02 --------------------------------------------------------------------- U User specified critical gap or follow-up headway for an entry stream 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:55 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R405PPM * Situacion con proyecto (construccion) 2005 (punta manana) Intersection No.: 4 Roundabout

Table S.2 - MOVEMENT CAPACITY PARAMETERS ---------------------------------------------------------- Mov Arv Total Total Prac. Prac. Lane Deg. No. Flow Opng Cap. Deg. Spare Util Satn (veh Flow (veh Satn Cap. /h) (pcu/h) /h) xp (%) (%) x ---------------------------------------------------------- EAST: Avda. Rinconada oriente 3 L 35 300 52 .85 26 68 .673 41 T 447E 300 662 .85 26 68 .676 42 R 1009 397 1009 .85 -15 100 1.000* ---------------------------------------------------------- WEST: Avda. Rinconada Poniente 7 L 91 300 420 .85 292 100 .217


5 T 205 300 946 .85 292 100 .217 6 R 70 0 323 .85 292 100 .217 ---------------------------------------------------------- SOUTH WEST: Calle Antofagasta 2 R 41 389 118 .85 145 100 .347 1 T 243 300 698 .85 144 100 .348 ---------------------------------------------------------- E "Excess" flow from the short lane of an adjacent movement added to normal flow 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:55 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R405PPM * Situacion con proyecto (construccion) 2005 (punta manana) Intersection No.: 4 Roundabout


Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Avda. Rinconada oriente 3 L 1.39 143.1 24 .68 28.4 192 3.76 4.5 232.1 41 T 17.78 143.1 303 .68 28.4 192 48.03 4.5 232.1 42 R 13.46 48.0 1009 1.00 8.1 50 32.21 10.9 216.4 ------------------------------------------------------------------------ WEST: Avda. Rinconada Poniente 7 L .03 1.3 26 .28 .3 2 .78 37.3 104.5 5 T .77 13.4 80 .39 5.2 43 5.77 22.9 111.9 6 R .39 19.9 31 .45 5.2 43 2.70 19.0 115.9 ------------------------------------------------------------------------ SOUTH WEST: Calle Antofagasta 2 R .02 1.9 13 .32 .4 3 .36 36.1 105.5 1 T .13 1.9 78 .32 .4 3 2.16 36.1 105.5 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:55 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R405PPM * Situacion con proyecto (construccion) 2005 (punta manana) Intersection No.: 4


Roundabout

Table S.6 - INTERSECTION PERFORMANCE ----------------------------------------------------------------------- Total Total Aver. Total Stop Perf. Aver. FUEL Flow Delay Delay Stops Rate Index Speed Rate Total (veh/h) (veh-h/h)(sec) (veh/h) (km/h) (mL/km) (mL/h) ----------------------------------------------------------------------- EAST: Avda. Rinconada oriente 1491 32.63 78.8 1335 .90 84.00 7.4 221.5 66046.4 ----------------------------------------------------------------------- WEST: Avda. Rinconada Poniente 366 1.18 11.7 137 .38 9.24 24.3 110.8 8113.3 ----------------------------------------------------------------------- SOUTH WEST: Calle Antofagasta 284 .15 1.9 91 .32 2.52 36.1 105.5 5991.6 ----------------------------------------------------------------------- ALL GROUPS: 2141 33.97 57.1 1564 .73 95.76 9.6 187.2 80151.3 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:55 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R405PPM * Situacion con proyecto (construccion) 2005 (punta manana) Intersection No.: 4 Roundabout

Table S.7 - LANE PERFORMANCE ---------------------------------------------------------------- Arv Back of Flow Cap Deg. Aver. Stop Q u e u e Short Lane Mov (veh (veh Satn Delay Rate ----------- Lane No. No. /h) /h) x (sec) (vehs) (m) (m) ---------------------------------------------------------------- EAST: Avda. Rinconada oriente 1 LTR 3, 482 714 .675 143.1 .68 28.4 192 41 2 R 41, 1009 1009 1.000 48.0 1.00 8.1 50< 50 42 ---------------------------------------------------------------- WEST: Avda. Rinconada Poniente 1 LT 7, 162 748 .217 1.3 .28 .3 2 5 2 TR 5, 204 940 .217 19.9 .45 5.2 43 6 ---------------------------------------------------------------- SOUTH WEST: Calle Antofagasta 1 TR 1, 284 816 .348 1.9 .32 .4 3 2


---------------------------------------------------------------- < Short lane capacity is reached and there is excess flow into an adjacent lane Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:55 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R405PPM * Situacion con proyecto (construccion) 2005 (punta manana) Intersection No.: 4 Roundabout

Table S.8 - LANE FLOW AND CAPACITY INFORMATION ------------------------------------------------------------------------------ EAST: Avda. Rinconada oriente Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * * ****** **** 3, 35 180 267E 482 1850 714 0 60 714 .675 68 * * 41 Prog *** * ****** 41, 0 0 1009 1009 1850 1009 0 60 1009 1.000 100 * 42 *** * ------------------------------------------------------------------------------ WEST: Avda. Rinconada Poniente Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * * ****** **** 7, 91 71 0 162 1850 748 0 60 748 .217 100 * 5 * ****** **** 5, 0 134 70 204 1850 940 0 0 940 .217 100


* * 6 *** * ------------------------------------------------------------------------------ SOUTH WEST: Calle Antofagasta Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * ****** **** 1, 0 243 41 284 1850 816 0 41 816 .348 100 * * 2 *** * ------------------------------------------------------------------------------ E "Excess" flow from the short lane of an adjacent movement Prog Lane under-utilisation found by the "Program" 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:55 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R405PPM * Situacion con proyecto (construccion) 2005 (punta manana) Intersection No.: 4 Roundabout



* Maximum degree of saturation Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:55 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R405PPM * Situacion con proyecto (construccion) 2005 (punta manana) Intersection No.: 4 Roundabout

Table S.12 - FUEL CONSUMPTION, EMISSIONS AND COST ------------------------------------------------------------------------- Mov Fuel Consumption HC NOX CO CO2 COST No. Rate Total Total Total Total Total Total mL/km L/h g/h g/h g/h kg/h c/h ------------------------------------------------------------------------- EAST: Avda. Rinconada oriente 3 L 232.1 2 7 5 150 4 564 41 T 232.1 21 91 64 1922 52 7201 42 R 216.4 44 187 157 4891 109 14299 ---------------------------------------------------------- ALL MOVS: 221.5 66 285 226 6964 165 22063 ------------------------------------------------------------------------- WEST: Avda. Rinconada Poniente 7 L 104.5 2 7 6 187 5 508 5 T 111.9 5 17 16 485 11 1243 6 R 115.9 2 6 6 177 4 442 ---------------------------------------------------------- ALL MOVS: 110.8 8 29 29 849 20 2193 ------------------------------------------------------------------------- SOUTH WEST: Calle Antofagasta 2 R 105.5 1 3 3 88 2 230 1 T 105.5 5 18 18 523 13 1361 ---------------------------------------------------------- ALL MOVS: 105.5 6 21 21 611 15 1591 ---------------------------------------------------------- INTERSECTION: 187.2 80 336 275 8423 200 25848 -------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:55 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R405PPM * Situacion con proyecto (construccion) 2005 (punta manana) Intersection No.: 4 Roundabout

Table S.15 - CAPACITY AND LEVEL OF SERVICE (HCM METHOD) --------------------------------------------------------- Mov Mov Total Total Deg. Prog. Aver. LOS No. Typ Flow Cap. of Factor Delay (veh (veh Satn /h) /h) (v/c) (sec)


--------------------------------------------------------- EAST: Avda. Rinconada oriente 3 L 35 52 .673 1.00 143.1 F 41 T 447E 662 .676 1.00 143.1 F 42 R 1009E 1009 1.000* 1.00 48.0 D ------------------------------------------ ALL MOVS: 1491 1723 1.000 78.8 F --------------------------------------------------------- WEST: Avda. Rinconada Poniente 7 L 91 420 .217 1.00 1.3 A 5 T 205 946 .217 1.00 13.4 B 6 R 70 323 .217 1.00 19.9 C ------------------------------------------ ALL MOVS: 366 1689 .217 11.7 B --------------------------------------------------------- SOUTH WEST: Calle Antofagasta 2 R 41 118 .347 1.00 1.9 A 1 T 243 698 .348 1.00 1.9 A ------------------------------------------ ALL MOVS: 284 816 .348 1.9 A ------------------------------------------ INTERSECTION: 2141 4227 1.000 57.1 E ---------------------------------------------------------

Level of Service calculations are based on overall delay. * Maximum v/c ratio, or critical green periods 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:55 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R405PPM * Situacion con proyecto (construccion) 2005 (punta manana) Intersection No.: 4 Roundabout





Rotonda frente calle Antofagasta * R405PPMD * Situacion con proyecto (construccion) 2005 (punta mediodia) Intersection No.: 4 Roundabout


Table R.0 - ROUNDABOUT BASIC PARAMETERS ----------------------------------------------------------------------------- Circulating/Exiting Stream Cent Circ Insc No.of No.of Av.Ent ---------------------------------- Island Width Diam. Circ. Entry Lane Flow %HV Adjust. %Exit Cap. Diam Lanes Lanes Width (veh/ Flow Incl. Constr. (m) (m) (m) (m) h) (pcu/h) Effect ----------------------------------------------------------------------------- EAST: Avda. Rinconada oriente 18 7 32 2 2 3.50 300 .0 300 0 N ----------------------------------------------------------------------------- WEST: Avda. Rinconada Poniente 18 7 32 2 2 3.50 300 .0 300 0 N ----------------------------------------------------------------------------- SOUTH WEST: Calle Antofagasta 18 7 32 2 1 3.50 392 46.2 553 0 N


-----------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:59 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R405PPMD * Situacion con proyecto (construccion) 2005 (punta mediodia) Intersection No.: 4 Roundabout

Table R.1 - ROUNDABOUT GAP ACCEPTANCE PARAMETERS --------------------------------------------------------------------- Turn Lane Lane Circ/ Intra- Prop. Critical Follow No. Type Exit Bunch Bunched Gap Up Flow Headway Vehicles (s) Headway (pcu/h) (s) (s) --------------------------------------------------------------------- EAST: Avda. Rinconada oriente Left 1 Dominant 300 1.0 .313 4.74 2.66 Thru 1 Dominant 300 1.0 .313 4.74 2.66 2 Subdominant 300 1.0 .313 4.83 2.72 Right 2 Subdominant 371 1.0 .327 4.74 2.70 --------------------------------------------------------------------- WEST: Avda. Rinconada Poniente Left 1 Subdominant 300 1.0 .313 5.09 2.86 Thru 1 Subdominant 300 1.0 .313 5.09 2.86 2 Dominant 300 1.0 .313 4.74 2.66 Right 2 Dominant 0 1.0 1.000 .00U .00U --------------------------------------------------------------------- SOUTH WEST: Calle Antofagasta Thru 1 Dominant 300 1.0 .313 5.44 3.06 Right 1 Dominant 553 1.0 .365 5.02 2.96 --------------------------------------------------------------------- U User specified critical gap or follow-up headway for an entry stream 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:59 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R405PPMD * Situacion con proyecto (construccion) 2005 (punta mediodia) Intersection No.: 4 Roundabout

Table S.2 - MOVEMENT CAPACITY PARAMETERS ---------------------------------------------------------- Mov Arv Total Total Prac. Prac. Lane Deg. No. Flow Opng Cap. Deg. Spare Util Satn (veh Flow (veh Satn Cap. /h) (pcu/h) /h) xp (%) (%) x ---------------------------------------------------------- EAST: Avda. Rinconada oriente 3 L 37 300 168 .85 286 100 .220 41 T 161 300 731 .85 286 100 .220 42 R 156 371 709 .85 286 100 .220


---------------------------------------------------------- WEST: Avda. Rinconada Poniente 7 L 129 300 437 .85 188 100 .295 5 T 263 300 892 .85 188 100 .295 6 R 55 0 186 .85 187 100 .296* ---------------------------------------------------------- SOUTH WEST: Calle Antofagasta 2 R 48 553 200 .85 254 100 .240 1 T 90 300 375 .85 254 100 .240 ----------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:59 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R405PPMD * Situacion con proyecto (construccion) 2005 (punta mediodia) Intersection No.: 4 Roundabout


Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Avda. Rinconada oriente 3 L .01 1.2 10 .28 .3 2 .31 37.5 103.0 41 T .05 1.2 45 .28 .3 3 1.35 37.5 103.1 42 R .07 1.5 51 .33 .3 3 1.43 36.9 105.7 ------------------------------------------------------------------------ WEST: Avda. Rinconada Poniente 7 L .05 1.5 38 .29 .3 3 1.09 36.9 107.3 5 T .62 8.4 93 .35 2.5 21 4.54 27.2 110.1 6 R .16 10.2 20 .37 2.5 21 1.07 25.5 110.8 ------------------------------------------------------------------------ SOUTH WEST: Calle Antofagasta 2 R .03 2.1 18 .37 .3 3 .48 35.9 110.2 1 T .05 2.1 33 .37 .3 3 .90 35.9 110.2 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:59 AM, 10 Oct 2005


Rotonda frente calle Antofagasta * R405PPMD * Situacion con proyecto (construccion) 2005 (punta mediodia) Intersection No.: 4 Roundabout

Table S.6 - INTERSECTION PERFORMANCE ----------------------------------------------------------------------- Total Total Aver. Total Stop Perf. Aver. FUEL Flow Delay Delay Stops Rate Index Speed Rate Total (veh/h) (veh-h/h)(sec) (veh/h) (km/h) (mL/km) (mL/h) ----------------------------------------------------------------------- EAST: Avda. Rinconada oriente 354 .13 1.3 106 .30 3.09 37.2 104.3 7381.2 ----------------------------------------------------------------------- WEST: Avda. Rinconada Poniente 447 .83 6.7 151 .34 6.70 29.2 109.3 9775.2 ----------------------------------------------------------------------- SOUTH WEST: Calle Antofagasta 138 .08 2.1 51 .37 1.38 35.9 110.2 3040.8 ----------------------------------------------------------------------- ALL GROUPS: 939 1.04 4.0 308 .33 11.18 32.8 107.5 20197.2 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:59 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R405PPMD * Situacion con proyecto (construccion) 2005 (punta mediodia) Intersection No.: 4 Roundabout

Table S.7 - LANE PERFORMANCE ---------------------------------------------------------------- Arv Back of Flow Cap Deg. Aver. Stop Q u e u e Short Lane Mov (veh (veh Satn Delay Rate ----------- Lane No. No. /h) /h) x (sec) (vehs) (m) (m) ---------------------------------------------------------------- EAST: Avda. Rinconada oriente 1 LT 3, 190 861 .220 1.2 .28 .3 2 41 2 TR 41, 164 747 .220 1.5 .33 .3 3 50 42 ---------------------------------------------------------------- WEST: Avda. Rinconada Poniente 1 LT 7, 182 617 .295 1.5 .29 .3 3 5 2 TR 5, 265 898 .295 10.2 .37 2.5 21


6 ---------------------------------------------------------------- SOUTH WEST: Calle Antofagasta 1 TR 1, 138 574 .240 2.1 .37 .3 3 2 ---------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:59 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R405PPMD * Situacion con proyecto (construccion) 2005 (punta mediodia) Intersection No.: 4 Roundabout

Table S.8 - LANE FLOW AND CAPACITY INFORMATION ------------------------------------------------------------------------------ EAST: Avda. Rinconada oriente Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * * ****** **** 3, 37 153 0 190 1850 861 0 60 861 .220 100 * 41 * ****** **** 41, 0 8 156 164 1850 747 0 60 747 .220 100 * * 42 *** * ------------------------------------------------------------------------------ WEST: Avda. Rinconada Poniente Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * * ****** **** 7, 129 53 0 182 1850 617 0 60 617 .295 100 * 5 * ****** **** 5, 0 210 55 265 1850 898 0 0 898 .295 100


* * 6 *** * ------------------------------------------------------------------------------ SOUTH WEST: Calle Antofagasta Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * ****** **** 1, 0 90 48 138 1850 574 0 48 574 .240 100 * * 2 *** * ------------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:59 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R405PPMD * Situacion con proyecto (construccion) 2005 (punta mediodia) Intersection No.: 4 Roundabout

Table S.10 - MOVEMENT CAPACITY AND PERFORMANCE SUMMARY ------------------------------------------------------------------ Aver. Stop Longest Perf. Mov Mov Arv Total Lane Deg. Delay Rate Queue Index No. Typ Flow Cap. Util Satn (veh (veh (sec) (veh) /h) /h) (%) x ------------------------------------------------------------------ EAST: Avda. Rinconada oriente 3 L 37 168 100 .220 1.2 .28 .3 .31 41 T 161 731 100 .220 1.2 .28 .3 1.35 42 R 156 709 100 .220 1.5 .33 .3 1.43 ------------------------------------------------------------------ WEST: Avda. Rinconada Poniente 7 L 129 437 100 .295 1.5 .29 .3 1.09 5 T 263 892 100 .295 8.4 .35 2.5 4.54 6 R 55 186 100 .296* 10.2 .37 2.5 1.07 ------------------------------------------------------------------ SOUTH WEST: Calle Antofagasta 2 R 48 200 100 .240 2.1 .37 .3 .48 1 T 90 375 100 .240 2.1 .37 .3 .90 ------------------------------------------------------------------

* Maximum degree of saturation Stop Rate is proportion of stopped vehicles including queueing effects.


Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:59 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R405PPMD * Situacion con proyecto (construccion) 2005 (punta mediodia) Intersection No.: 4 Roundabout

Table S.12 - FUEL CONSUMPTION, EMISSIONS AND COST ------------------------------------------------------------------------- Mov Fuel Consumption HC NOX CO CO2 COST No. Rate Total Total Total Total Total Total mL/km L/h g/h g/h g/h kg/h c/h ------------------------------------------------------------------------- EAST: Avda. Rinconada oriente 3 L 103.0 1 3 3 75 2 202 41 T 103.1 3 12 11 328 8 880 42 R 105.7 3 12 11 337 8 876 ---------------------------------------------------------- ALL MOVS: 104.3 7 26 25 741 18 1958 ------------------------------------------------------------------------- WEST: Avda. Rinconada Poniente 7 L 107.3 3 10 9 271 7 751 5 T 110.1 6 21 20 595 14 1568 6 R 110.8 1 4 4 127 3 330 ---------------------------------------------------------- ALL MOVS: 109.3 10 35 34 993 24 2649 ------------------------------------------------------------------------- SOUTH WEST: Calle Antofagasta 2 R 110.2 1 4 4 110 3 286 1 T 110.2 2 7 7 206 5 536 ---------------------------------------------------------- ALL MOVS: 110.2 3 11 11 316 8 821 ---------------------------------------------------------- INTERSECTION: 107.5 20 72 69 2049 50 5428 -------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:59 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R405PPMD * Situacion con proyecto (construccion) 2005 (punta mediodia) Intersection No.: 4 Roundabout

Table S.15 - CAPACITY AND LEVEL OF SERVICE (HCM METHOD) --------------------------------------------------------- Mov Mov Total Total Deg. Prog. Aver. LOS No. Typ Flow Cap. of Factor Delay (veh (veh Satn /h) /h) (v/c) (sec) ---------------------------------------------------------


EAST: Avda. Rinconada oriente 3 L 37 168 .220 1.00 1.2 A 41 T 161 731 .220 1.00 1.2 A 42 R 156 709 .220 1.00 1.5 A ------------------------------------------ ALL MOVS: 354 1608 .220 1.3 A --------------------------------------------------------- WEST: Avda. Rinconada Poniente 7 L 129 437 .295 1.00 1.5 A 5 T 263 892 .295 1.00 8.4 B 6 R 55 186 .296* 1.00 10.2 B ------------------------------------------ ALL MOVS: 447 1515 .296 6.7 B --------------------------------------------------------- SOUTH WEST: Calle Antofagasta 2 R 48 200 .240 1.00 2.1 A 1 T 90 375 .240 1.00 2.1 A ------------------------------------------ ALL MOVS: 138 575 .240 2.1 A ------------------------------------------ INTERSECTION: 939 3698 .296 4.0 A ---------------------------------------------------------

Level of Service calculations are based on overall delay. * Maximum v/c ratio, or critical green periods 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:59 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R405PPMD * Situacion con proyecto (construccion) 2005 (punta mediodia) Intersection No.: 4 Roundabout





Rotonda frente calle Antofagasta * R405PPT * Situacion con proyecto (construccion) 2005 (punta tarde) Intersection No.: 4 Roundabout


Table R.0 - ROUNDABOUT BASIC PARAMETERS ----------------------------------------------------------------------------- Circulating/Exiting Stream Cent Circ Insc No.of No.of Av.Ent ---------------------------------- Island Width Diam. Circ. Entry Lane Flow %HV Adjust. %Exit Cap. Diam Lanes Lanes Width (veh/ Flow Incl. Constr. (m) (m) (m) (m) h) (pcu/h) Effect ----------------------------------------------------------------------------- EAST: Avda. Rinconada oriente 18 7 32 2 2 3.50 300 .0 300 0 N ----------------------------------------------------------------------------- WEST: Avda. Rinconada Poniente 18 7 32 2 2 3.50 300 .0 300 0 N ----------------------------------------------------------------------------- SOUTH WEST: Calle Antofagasta 18 7 32 2 1 3.50 802 14.3 877 0 N -----------------------------------------------------------------------------


1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:02 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R405PPT * Situacion con proyecto (construccion) 2005 (punta tarde) Intersection No.: 4 Roundabout

Table R.1 - ROUNDABOUT GAP ACCEPTANCE PARAMETERS --------------------------------------------------------------------- Turn Lane Lane Circ/ Intra- Prop. Critical Follow No. Type Exit Bunch Bunched Gap Up Flow Headway Vehicles (s) Headway (pcu/h) (s) (s) --------------------------------------------------------------------- EAST: Avda. Rinconada oriente Left 1 Subdominant 300 1.0 .313 4.74 2.66D Thru 1 Subdominant 300 1.0 .313 4.74 2.66D 2 Dominant 300 1.0 .313 4.74 2.66 Right 2 Dominant 291 1.0 .311 4.75 2.67 --------------------------------------------------------------------- WEST: Avda. Rinconada Poniente Left 1 Subdominant 300 1.0 .313 4.90 2.76 Thru 1 Subdominant 300 1.0 .313 4.90 2.76 2 Dominant 300 1.0 .313 4.74 2.66 Right 2 Dominant 0 1.0 1.000 .00U .00U --------------------------------------------------------------------- SOUTH WEST: Calle Antofagasta Thru 1 Dominant 300 1.0 .313 5.44 3.06 Right 1 Dominant 877 1.0 .433 4.52 2.83 --------------------------------------------------------------------- U User specified critical gap or follow-up headway for an entry stream D Subdominant lane follow-up headway was calculated as less than the dominant lane value and was set to the dominant lane value 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:02 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R405PPT * Situacion con proyecto (construccion) 2005 (punta tarde) Intersection No.: 4 Roundabout

Table S.2 - MOVEMENT CAPACITY PARAMETERS ---------------------------------------------------------- Mov Arv Total Total Prac. Prac. Lane Deg. No. Flow Opng Cap. Deg. Spare Util Satn (veh Flow (veh Satn Cap. /h) (pcu/h) /h) xp (%) (%) x ---------------------------------------------------------- EAST: Avda. Rinconada oriente 3 L 84 300 371 .85 275 100 .226 41 T 138 300 610 .85 276 100 .226 42 R 200 291 884 .85 276 100 .226 ----------------------------------------------------------


WEST: Avda. Rinconada Poniente 7 L 77 300 163 .85 80 100 .472* 5 T 725 300 1539 .85 80 100 .471 6 R 146 0 310 .85 80 100 .471 ---------------------------------------------------------- SOUTH WEST: Calle Antofagasta 2 R 58 877 201 .85 195 100 .289 1 T 112 300 387 .85 194 100 .289 ----------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:02 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R405PPT * Situacion con proyecto (construccion) 2005 (punta tarde) Intersection No.: 4 Roundabout


Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Avda. Rinconada oriente 3 L .03 1.2 23 .28 .3 2 .70 37.5 102.4 41 T .05 1.2 38 .27 .3 2 1.15 37.5 102.3 42 R .07 1.2 54 .27 .3 2 1.65 37.6 102.1 ------------------------------------------------------------------------ WEST: Avda. Rinconada Poniente 7 L .04 1.9 24 .31 .5 3 .64 36.2 104.8 5 T 2.34 11.6 268 .37 6.3 43 12.41 24.3 115.3 6 R .83 20.4 61 .42 6.3 43 3.66 18.7 124.7 ------------------------------------------------------------------------ SOUTH WEST: Calle Antofagasta 2 R .05 2.8 26 .45 .5 4 .63 34.6 112.4 1 T .09 2.8 49 .44 .5 4 1.22 34.6 112.2 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:02 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R405PPT * Situacion con proyecto (construccion) 2005 (punta tarde) Intersection No.: 4


Roundabout

Table S.6 - INTERSECTION PERFORMANCE ----------------------------------------------------------------------- Total Total Aver. Total Stop Perf. Aver. FUEL Flow Delay Delay Stops Rate Index Speed Rate Total (veh/h) (veh-h/h)(sec) (veh/h) (km/h) (mL/km) (mL/h) ----------------------------------------------------------------------- EAST: Avda. Rinconada oriente 422 .14 1.2 115 .27 3.50 37.5 102.2 8628.9 ----------------------------------------------------------------------- WEST: Avda. Rinconada Poniente 948 3.21 12.2 353 .37 16.71 23.9 115.9 21979.7 ----------------------------------------------------------------------- SOUTH WEST: Calle Antofagasta 170 .13 2.8 75 .44 1.86 34.6 112.3 3817.4 ----------------------------------------------------------------------- ALL GROUPS: 1540 3.48 8.1 543 .35 22.07 27.6 111.8 34426.0 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:02 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R405PPT * Situacion con proyecto (construccion) 2005 (punta tarde) Intersection No.: 4 Roundabout

Table S.7 - LANE PERFORMANCE ---------------------------------------------------------------- Arv Back of Flow Cap Deg. Aver. Stop Q u e u e Short Lane Mov (veh (veh Satn Delay Rate ----------- Lane No. No. /h) /h) x (sec) (vehs) (m) (m) ---------------------------------------------------------------- EAST: Avda. Rinconada oriente 1 LT 3, 210 929 .226 1.2 .28 .3 2 41 2 TR 41, 212 937 .226 1.2 .27 .3 2 50 42 ---------------------------------------------------------------- WEST: Avda. Rinconada Poniente 1 LT 7, 422 896 .471 1.9 .31 .5 3 5 2 TR 5, 526 1116 .471 20.4 .42 6.3 43 6 ---------------------------------------------------------------- SOUTH WEST: Calle Antofagasta 1 TR 1, 170 588 .289 2.8 .45 .5 4 2


---------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:02 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R405PPT * Situacion con proyecto (construccion) 2005 (punta tarde) Intersection No.: 4 Roundabout

Table S.8 - LANE FLOW AND CAPACITY INFORMATION ------------------------------------------------------------------------------ EAST: Avda. Rinconada oriente Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * * ****** **** 3, 84 126 0 210 1850 929 0 60 929 .226 100 * 41 * ****** **** 41, 0 12 200 212 1850 937 0 60 937 .226 100 * * 42 *** * ------------------------------------------------------------------------------ WEST: Avda. Rinconada Poniente Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * * ****** **** 7, 77 345 0 422 1850 896 0 60 896 .471 100 * 5 * ****** **** 5, 0 380 146 526 1850 1116 0 0 1116 .471 100 * * 6 *** * ------------------------------------------------------------------------------ SOUTH WEST: Calle Antofagasta


Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * ****** **** 1, 0 112 58 170 1850 588 0 58 588 .289 100 * * 2 *** * ------------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:02 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R405PPT * Situacion con proyecto (construccion) 2005 (punta tarde) Intersection No.: 4 Roundabout

Table S.10 - MOVEMENT CAPACITY AND PERFORMANCE SUMMARY ------------------------------------------------------------------ Aver. Stop Longest Perf. Mov Mov Arv Total Lane Deg. Delay Rate Queue Index No. Typ Flow Cap. Util Satn (veh (veh (sec) (veh) /h) /h) (%) x ------------------------------------------------------------------ EAST: Avda. Rinconada oriente 3 L 84 371 100 .226 1.2 .28 .3 .70 41 T 138 610 100 .226 1.2 .27 .3 1.15 42 R 200 884 100 .226 1.2 .27 .3 1.65 ------------------------------------------------------------------ WEST: Avda. Rinconada Poniente 7 L 77 163 100 .472* 1.9 .31 .5 .64 5 T 725 1539 100 .471 11.6 .37 6.3 12.41 6 R 146 310 100 .471 20.4 .42 6.3 3.66 ------------------------------------------------------------------ SOUTH WEST: Calle Antofagasta 2 R 58 201 100 .289 2.8 .45 .5 .63 1 T 112 387 100 .289 2.8 .44 .5 1.22 ------------------------------------------------------------------

* Maximum degree of saturation Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:02 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R405PPT * Situacion con proyecto (construccion) 2005 (punta tarde) Intersection No.: 4 Roundabout


Table S.12 - FUEL CONSUMPTION, EMISSIONS AND COST ------------------------------------------------------------------------- Mov Fuel Consumption HC NOX CO CO2 COST No. Rate Total Total Total Total Total Total mL/km L/h g/h g/h g/h kg/h c/h ------------------------------------------------------------------------- EAST: Avda. Rinconada oriente 3 L 102.4 2 6 6 170 4 453 41 T 102.3 3 10 10 280 7 745 42 R 102.1 4 14 14 402 10 1077 ---------------------------------------------------------- ALL MOVS: 102.2 9 30 29 852 22 2276 ------------------------------------------------------------------------- WEST: Avda. Rinconada Poniente 7 L 104.8 2 6 6 163 4 428 5 T 115.3 17 62 58 1717 42 4641 6 R 124.7 4 14 13 376 9 1046 ---------------------------------------------------------- ALL MOVS: 115.9 22 81 76 2256 55 6115 ------------------------------------------------------------------------- SOUTH WEST: Calle Antofagasta 2 R 112.4 1 5 5 143 3 349 1 T 112.2 3 9 9 274 6 674 ---------------------------------------------------------- ALL MOVS: 112.3 4 14 14 417 10 1023 ---------------------------------------------------------- INTERSECTION: 111.8 34 125 119 3526 86 9413 -------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:02 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R405PPT * Situacion con proyecto (construccion) 2005 (punta tarde) Intersection No.: 4 Roundabout

Table S.15 - CAPACITY AND LEVEL OF SERVICE (HCM METHOD) --------------------------------------------------------- Mov Mov Total Total Deg. Prog. Aver. LOS No. Typ Flow Cap. of Factor Delay (veh (veh Satn /h) /h) (v/c) (sec) --------------------------------------------------------- EAST: Avda. Rinconada oriente 3 L 84 371 .226 1.00 1.2 A 41 T 138 610 .226 1.00 1.2 A 42 R 200 884 .226 1.00 1.2 A ------------------------------------------ ALL MOVS: 422 1865 .226 1.2 A --------------------------------------------------------- WEST: Avda. Rinconada Poniente 7 L 77 163 .472* 1.00 1.9 A


5 T 725 1539 .471 1.00 11.6 B 6 R 146 310 .471 1.00 20.4 C ------------------------------------------ ALL MOVS: 948 2012 .472 12.2 B --------------------------------------------------------- SOUTH WEST: Calle Antofagasta 2 R 58 201 .289 1.00 2.8 A 1 T 112 387 .289 1.00 2.8 A ------------------------------------------ ALL MOVS: 170 588 .289 2.8 A ------------------------------------------ INTERSECTION: 1540 4466 .472 8.1 B ---------------------------------------------------------

Level of Service calculations are based on overall delay. * Maximum v/c ratio, or critical green periods 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:02 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R405PPT * Situacion con proyecto (construccion) 2005 (punta tarde) Intersection No.: 4 Roundabout








ANEXO 2B MODELACIÓN SIDRA

AÑOS 2007 Y 2012

OCTUBRE DE 2005




Level of Service calculations are based on overall delay. * Maximum v/c ratio, or critical green periods 1 ARRB SIDRA 4.07 - Time and Date of Analysis 5:42 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R107BPM * Situacion base 2007 (punta manana) Intersection No.: 1 Unsignalised Intersection




----------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 175 .00 .0 0 .00 4.38 40.0 86.9 15215.1 ----------------------------------------------------------------------- NORTH: Acceso a U. de Chile 59 .03 1.7 21 .36 1.94 39.3 91.0 5366.7 ----------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 131 .06 1.6 2 .01 3.93 39.3 88.2 11559.0 ----------------------------------------------------------------------- ALL GROUPS: 365 .09 .9 23 .06 10.24 39.6 88.1 32140.8 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 5:44 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R107BPMD * Situacion base 2007 (punta mediodia) Intersection No.: 1 Unsignalised Intersection







Table S.2 - MOVEMENT CAPACITY PARAMETERS ---------------------------------------------------------- Mov Arv Total Total Prac. Prac. Lane Deg. No. Flow Opng Cap. Deg. Spare Util Satn (veh Flow (veh Satn Cap. /h) (pcu/h) /h) xp (%) (%) x ---------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 138 0 1270 .80 636 100 .109* 2 R 23 0 212 .80 637 100 .108 ---------------------------------------------------------- NORTH: Acceso a U. de Chile 3 L 31 309+ 562 .80 1350 100 .055 4 R 4 150+ 72 .80 1340 100 .056 ----------------------------------------------------------



Table S.10 - MOVEMENT CAPACITY AND PERFORMANCE SUMMARY ------------------------------------------------------------------ Aver. Stop Longest Perf. Mov Mov Arv Total Lane Deg. Delay Rate Queue Index No. Typ Flow Cap. Util Satn (veh (veh (sec) (veh) /h) /h) (%) x ------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 T 138 1270 100 .109* .0 .00 .0 3.45 2 R 23 212 100 .108 .0 .00 .0 .58 ------------------------------------------------------------------ NORTH: Acceso a U. de Chile


Mov Mov Total Total Deg. Prog. Aver. LOS No. Typ Flow Cap. of Factor Delay (veh (veh Satn /h) /h) (v/c) (sec) --------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 138 1270 .109* 1.00 .0 A 2 R 23 212 .108 1.00 .0 A ------------------------------------------ ALL MOVS: 161 1482 .109 .0 A --------------------------------------------------------- NORTH: Acceso a U. de Chile 3 L 31 562 .055 1.00 2.0 A 4 R 4 72 .056 1.00 2.0 A ------------------------------------------ ALL MOVS: 35 634 .056 2.0 A --------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 8 74 .108 1.00 1.9 A 6 T 151 1397 .108 1.00 1.9 A ------------------------------------------ ALL MOVS: 159 1471 .108 1.9 A ------------------------------------------ INTERSECTION: 355 3587 .109 1.1 A ---------------------------------------------------------








Table S.2 - MOVEMENT CAPACITY PARAMETERS ---------------------------------------------------------- Mov Arv Total Total Prac. Prac. Lane Deg. No. Flow Opng Cap. Deg. Spare Util Satn (veh Flow (veh Satn Cap. /h) (pcu/h) /h) xp (%) (%) x ---------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 186 0 1096 .80 371 100 .170* 2 R 17 0 100 .80 371 100 .170* ---------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 3 L 13 368+ 428 .80 2534 100 .030 4 R 7 195+ 230 .80 2529 100 .030 ----------------------------------------------------------


----------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 203 .00 .0 0 .00 4.00 50.7 82.0 16655.5 ----------------------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 20 .01 1.9 8 .40 .79 49.7 89.5 1789.4 ----------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 173 .10 2.2 0 .00 3.75 57.6 82.9 14339.0 ----------------------------------------------------------------------- ALL GROUPS: 396 .12 1.0 9 .02 8.55 53.5 82.8 32783.9 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 6:05 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R207BPM * Situacion base 2007 (punta manana) Intersection No.: 2 Unsignalised Intersection





Table S.10 - MOVEMENT CAPACITY AND PERFORMANCE SUMMARY ------------------------------------------------------------------ Aver. Stop Longest Perf. Mov Mov Arv Total Lane Deg. Delay Rate Queue Index No. Typ Flow Cap. Util Satn (veh (veh (sec) (veh) /h) /h) (%) x ------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 T 186 1096 100 .170* .0 .00 .0 3.72 2 R 17 100 100 .170* .0 .00 .0 .28 ------------------------------------------------------------------ NORTH WEST: Acceso a J. Olivares


Mov Mov Total Total Deg. Prog. Aver. LOS No. Typ Flow Cap. of Factor Delay (veh (veh Satn /h) /h) (v/c) (sec) --------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 186 1096 .170* 1.00 .0 A 2 R 17 100 .170* 1.00 .0 A ------------------------------------------ ALL MOVS: 203 1196 .170 .0 A --------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 3 L 13 428 .030 1.00 1.9 A 4 R 7 230 .030 1.00 1.9 A ------------------------------------------ ALL MOVS: 20 658 .030 1.9 A --------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 4 29 .138 1.00 2.2 A 6 T 169 1209 .140 1.00 2.2 A ------------------------------------------ ALL MOVS: 173 1238 .140 2.2 A ------------------------------------------ INTERSECTION: 396 3091 .170 1.0 A ---------------------------------------------------------







Table S.0 - TRAFFIC FLOW DATA (Flows in veh/hour as used by the program) ------------------------------------------------------------------------ Mov Left Through Right Flow Peak No. --------- --------- --------- Scale Hour LV HV LV HV LV HV Factor ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 0 0 96 133 0 0 1.00 1.00 2 0 0 0 0 7 3 1.00 1.00 ------------------------------------------------------------------------ NORTH WEST: Acceso a J. Olivares 3 5 1 0 0 0 0 1.00 1.00 4 0 0 0 0 2 3 1.00 1.00 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 1 1 0 0 0 0 1.00 1.00 6 0 0 69 115 0 0 1.00 1.00 ------------------------------------------------------------------------ Based on unit time = 60 minutes. Flow Scale and Peak Hour Factor effects included in flow values.1 ARRB SIDRA 4.07 - Time and Date of Analysis 6:11 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R207BPMD * Situacion base 2007 (punta mediodia) Intersection No.: 2 Unsignalised Intersection

Table S.2 - MOVEMENT CAPACITY PARAMETERS ---------------------------------------------------------- Mov Arv Total Total Prac. Prac. Lane Deg. No. Flow Opng Cap. Deg. Spare Util Satn (veh Flow (veh Satn Cap. /h) (pcu/h) /h) xp (%) (%) x ---------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 229 0 1130 .80 295 100 .203 2 R 10 0 49 .80 292 100 .204* ---------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 3 L 6 425+ 354 .80 4620 100 .017 4 R 5 239+ 295 .80 4620 100 .017 ----------------------------------------------------------


WEST: Ruta G-260 (poniente) 5 L 2 245 12 .80 380 100 .167 6 T 184 0 1124 .80 389 100 .164 ---------------------------------------------------------- + Percentage of exiting flow included in total opposing flow 1 ARRB SIDRA 4.07 - Time and Date of Analysis 6:11 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R207BPMD * Situacion base 2007 (punta mediodia) Intersection No.: 2 Unsignalised Intersection


Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 T .00 .0 0 .00 .0 0 4.58 50.0 82.1 2 R .00 .0 0 .00 .0 0 .17 60.0 81.5 ------------------------------------------------------------------------ NORTH WEST: Acceso a J. Olivares 3 L .00 2.0 3 .43 .4 3 .32 58.1 89.0 4 R .00 2.0 2 .43 .4 3 .30 39.1 91.4 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 L .00 2.3 0 .00 .7 7 .05 48.4 83.6 6 T .12 2.3 0 .00 .7 7 3.91 57.8 83.0 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 6:11 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R207BPMD * Situacion base 2007 (punta mediodia) Intersection No.: 2 Unsignalised Intersection



----------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 239 .00 .0 0 .00 4.75 50.4 82.1 19615.1 ----------------------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 11 .01 2.0 5 .43 .62 47.6 90.1 990.6 ----------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 186 .12 2.3 0 .00 3.96 57.6 83.0 15438.6 ----------------------------------------------------------------------- ALL GROUPS: 436 .13 1.0 5 .01 9.33 53.1 82.7 36044.4 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 6:11 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R207BPMD * Situacion base 2007 (punta mediodia) Intersection No.: 2 Unsignalised Intersection

Table S.7 - LANE PERFORMANCE ---------------------------------------------------------------- Arv Back of Flow Cap Deg. Aver. Stop Q u e u e Short Lane Mov (veh (veh Satn Delay Rate ----------- Lane No. No. /h) /h) x (sec) (vehs) (m) (m) ---------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 TR 1, 239 1179 .203 .0 .00 .0 0 2 ---------------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 1 LR 3, 11 649 .017 2.0 .43 .4 3 4 ---------------------------------------------------------------- WEST: Ruta G-260 (poniente) 1 LT 5, 186 1136 .164 2.3 .00 .7 7 6 ---------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 6:11 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R207BPMD * Situacion base 2007 (punta mediodia) Intersection No.: 2 Unsignalised Intersection



EAST: Ruta G-260 (oriente) Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * ****** **** 1, 0 229 10 239 1850 1179 0 0 1179 .203 100 * * 2 *** * ------------------------------------------------------------------------------ NORTH WEST: Acceso a J. Olivares Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * ****** 3, 6 0 5 11 1850 649 0 7 649 .017 100 * 4 *** * ------------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * * ****** **** 5, 2 184 0 186 1850 1136 0 60 1136 .164 100 * 6 ------------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 6:11 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R207BPMD * Situacion base 2007 (punta mediodia) Intersection No.: 2 Unsignalised Intersection

Table S.10 - MOVEMENT CAPACITY AND PERFORMANCE SUMMARY ------------------------------------------------------------------ Aver. Stop Longest Perf. Mov Mov Arv Total Lane Deg. Delay Rate Queue Index No. Typ Flow Cap. Util Satn (veh (veh (sec) (veh) /h) /h) (%) x ------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 T 229 1130 100 .203 .0 .00 .0 4.58 2 R 10 49 100 .204* .0 .00 .0 .17 ------------------------------------------------------------------ NORTH WEST: Acceso a J. Olivares



* Maximum degree of saturation Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 6:11 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R207BPMD * Situacion base 2007 (punta mediodia) Intersection No.: 2 Unsignalised Intersection

Table S.12 - FUEL CONSUMPTION, EMISSIONS AND COST ------------------------------------------------------------------------- Mov Fuel Consumption HC NOX CO CO2 COST No. Rate Total Total Total Total Total Total mL/km L/h g/h g/h g/h kg/h c/h ------------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 82.1 19 58 61 1268 47 4370 2 R 81.5 1 2 3 47 2 172 ---------------------------------------------------------- ALL MOVS: 82.1 20 60 65 1315 49 4542 ------------------------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 3 L 89.0 1 2 2 44 1 113 4 R 91.4 0 2 1 39 1 118 ---------------------------------------------------------- ALL MOVS: 90.1 1 3 4 82 2 231 ------------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 83.6 0 1 1 11 0 40 6 T 83.0 15 46 58 869 38 3286 ---------------------------------------------------------- ALL MOVS: 83.0 15 46 58 880 39 3326 ---------------------------------------------------------- INTERSECTION: 82.7 36 110 127 2277 90 8099 -------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 6:11 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R207BPMD * Situacion base 2007 (punta mediodia) Intersection No.: 2 Unsignalised Intersection



Mov Mov Total Total Deg. Prog. Aver. LOS No. Typ Flow Cap. of Factor Delay (veh (veh Satn /h) /h) (v/c) (sec) --------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 229 1130 .203 1.00 .0 A 2 R 10 49 .204* 1.00 .0 A ------------------------------------------ ALL MOVS: 239 1179 .204 .0 A --------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 3 L 6 354 .017 1.00 2.0 A 4 R 5 295 .017 1.00 2.0 A ------------------------------------------ ALL MOVS: 11 649 .017 2.0 A --------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 2 12 .167 1.00 2.3 A 6 T 184 1124 .164 1.00 2.3 A ------------------------------------------ ALL MOVS: 186 1136 .167 2.3 A ------------------------------------------ INTERSECTION: 436 2964 .204 1.0 A ---------------------------------------------------------

Level of Service calculations are based on overall delay. * Maximum v/c ratio, or critical green periods 1 ARRB SIDRA 4.07 - Time and Date of Analysis 6:11 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R207BPMD * Situacion base 2007 (punta mediodia) Intersection No.: 2 Unsignalised Intersection




WEST: Ruta G-260 (poniente) 5 L 5 228 30 .80 380 100 .167 6 T 228 0 1358 .80 376 100 .168* ---------------------------------------------------------- + Percentage of exiting flow included in total opposing flow 1 ARRB SIDRA 4.07 - Time and Date of Analysis 6:16 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R207BPT * Situacion base 2007 (punta tarde) Intersection No.: 2 Unsignalised Intersection


Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 T .00 .0 0 .00 .0 0 3.80 50.0 82.1 2 R .00 .0 0 .00 .0 0 .32 60.0 81.5 ------------------------------------------------------------------------ NORTH WEST: Acceso a J. Olivares 3 L .02 3.2 10 .52 .5 3 .81 57.0 90.6 4 R .00 3.2 1 .52 .5 3 .10 38.6 92.4 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 L .00 2.3 0 .00 .9 7 .12 48.5 83.4 6 T .14 2.3 1 .00 .9 7 4.80 57.8 82.8 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 6:16 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R207BPT * Situacion base 2007 (punta tarde) Intersection No.: 2 Unsignalised Intersection



----------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 209 .00 .0 0 .00 4.12 50.8 82.0 17146.9 ----------------------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 21 .02 3.2 11 .52 .91 54.5 90.7 1905.7 ----------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 233 .15 2.3 1 .00 4.92 57.6 82.8 19288.5 ----------------------------------------------------------------------- ALL GROUPS: 463 .16 1.3 12 .03 9.95 54.2 82.8 38341.1 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 6:16 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R207BPT * Situacion base 2007 (punta tarde) Intersection No.: 2 Unsignalised Intersection




3 L 19 484 100 .039 3.2 .52 .5 .81 4 R 2 51 100 .039 3.2 .52 .5 .10 ------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 L 5 30 100 .167 2.3 .00 .9 .12 6 T 228 1358 100 .168* 2.3 .00 .9 4.80 ------------------------------------------------------------------





Mov Mov Total Total Deg. Prog. Aver. LOS No. Typ Flow Cap. of Factor Delay (veh (veh Satn /h) /h) (v/c) (sec) --------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 190 1260 .151 1.00 .0 A 2 R 19 126 .151 1.00 .0 A ------------------------------------------ ALL MOVS: 209 1386 .151 .0 A --------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 3 L 19 484 .039 1.00 3.2 A 4 R 2 51 .039 1.00 3.2 A ------------------------------------------ ALL MOVS: 21 535 .039 3.2 A --------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 5 30 .167 1.00 2.3 A 6 T 228 1358 .168* 1.00 2.3 A ------------------------------------------ ALL MOVS: 233 1388 .168 2.3 A ------------------------------------------ INTERSECTION: 463 3309 .168 1.3 A ---------------------------------------------------------








* *********** 3 0 273 0 273 1850 1145 0 0 1145 .238 100 *


SOUTH WEST: Lazo surponiente 234 .12 1.9 84 .36 5.05 56.5 66.4 15538.3 ----------------------------------------------------------------------- ALL GROUPS: 824 .12 .5 84 .10 16.85 51.7 77.6 63975.3 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 7:49 PM, 9 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R307BPMD * Situacion base 2007 (punta mediodia) Intersection No.: 3 Unsignalised Intersection



* *********** 3 0 303 0 303 1850 1188 0 0 1188 .255 100 *


SOUTH WEST: Lazo surponiente 1 L 14 50 .280 1.00 1.9 A 2 R 220 784 .281* 1.00 1.9 A ------------------------------------------ ALL MOVS: 234 834 .281 1.9 A ------------------------------------------ INTERSECTION: 824 3191 .281 .5 A ---------------------------------------------------------








Table S.2 - MOVEMENT CAPACITY PARAMETERS ---------------------------------------------------------- Mov Arv Total Total Prac. Prac. Lane Deg. No. Flow Opng Cap. Deg. Spare Util Satn (veh Flow (veh Satn Cap. /h) (pcu/h) /h) xp (%) (%) x ---------------------------------------------------------- EAST: Ruta G-260 (oriente) 3 T 236 0 1262 .80 328 100 .187 ---------------------------------------------------------- WEST: Ruta G-260 (poniente) 4 T 285 0 1362 .80 282 100 .209 ---------------------------------------------------------- SOUTH WEST: Lazo surponiente 1 L 7 521 7 .80 -20 100 1.000* 2 R 831 285 880 .80 -15 100 .944 ----------------------------------------------------------




Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 3 T .00 .0 0 .00 .0 0 4.72 50.0 82.1 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 4 T .00 .0 0 .00 .0 0 5.70 50.0 82.1 ------------------------------------------------------------------------ SOUTH WEST: Lazo surponiente 1 L .04 19.3 6 .83 4.7 30 .28 33.0 85.4 2 R 4.44 19.3 694 .83 4.7 30 26.86 45.4 84.1 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 8:01 PM, 9 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R307BPT * Situacion base 2007 (punta tarde) Intersection No.: 3 Unsignalised Intersection



SOUTH WEST: Lazo surponiente 838 4.48 19.3 700 .83 27.14 45.3 84.1 70499.5 ----------------------------------------------------------------------- ALL GROUPS: 1359 4.48 11.9 700 .51 37.56 47.0 83.3 113271.8 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 8:01 PM, 9 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R307BPT * Situacion base 2007 (punta tarde) Intersection No.: 3 Unsignalised Intersection

Table S.7 - LANE PERFORMANCE ---------------------------------------------------------------- Arv Back of Flow Cap Deg. Aver. Stop Q u e u e Short Lane Mov (veh (veh Satn Delay Rate ----------- Lane No. No. /h) /h) x (sec) (vehs) (m) (m) ---------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 3 236 1262 .187 .0 .00 .0 0 ---------------------------------------------------------------- WEST: Ruta G-260 (poniente) 1 T 4 285 1362 .209 .0 .00 .0 0 ---------------------------------------------------------------- SOUTH WEST: Lazo surponiente 1 LR 1, 838 888 .944 19.3 .83 4.7 30 2 ---------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 8:01 PM, 9 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R307BPT * Situacion base 2007 (punta tarde) Intersection No.: 3 Unsignalised Intersection


* *********** 3 0 236 0 236 1850 1262 0 0 1262 .187 100 *



* *********** 4 0 285 0 285 1850 1362 0 0 1362 .209 100 * ------------------------------------------------------------------------------ SOUTH WEST: Lazo surponiente Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * ****** 1, 7 0 831 838 1850 888 0 60 888 .944 100 * 2 *** * ------------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 8:01 PM, 9 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R307BPT * Situacion base 2007 (punta tarde) Intersection No.: 3 Unsignalised Intersection

Table S.10 - MOVEMENT CAPACITY AND PERFORMANCE SUMMARY ------------------------------------------------------------------ Aver. Stop Longest Perf. Mov Mov Arv Total Lane Deg. Delay Rate Queue Index No. Typ Flow Cap. Util Satn (veh (veh (sec) (veh) /h) /h) (%) x ------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 3 T 236 1262 100 .187 .0 .00 .0 4.72 ------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 4 T 285 1362 100 .209 .0 .00 .0 5.70 ------------------------------------------------------------------ SOUTH WEST: Lazo surponiente 1 L 7 7 100 1.000* 19.3 .83 4.7 .28 2 R 831 880 100 .944 19.3 .83 4.7 26.86 ------------------------------------------------------------------



SOUTH WEST: Lazo surponiente 1 L 7 7 1.000* 1.00 19.3 B 2 R 831 880 .944 1.00 19.3 B ------------------------------------------ ALL MOVS: 838 887 1.000 19.3 B ------------------------------------------ INTERSECTION: 1359 3512 1.000 11.9 B ---------------------------------------------------------






Table R.1 - ROUNDABOUT GAP ACCEPTANCE PARAMETERS --------------------------------------------------------------------- Turn Lane Lane Circ/ Intra- Prop. Critical Follow No. Type Exit Bunch Bunched Gap Up Flow Headway Vehicles (s) Headway (pcu/h) (s) (s) --------------------------------------------------------------------- EAST: Avda. Rinconada oriente Left 1 Subdominant 300 1.0 .313 4.98 2.80 Thru 1 Subdominant 300 1.0 .313 4.98 2.80 Right 1 Subdominant 0 1.0 1.000 .00U .00U 2 Dominant 451 1.0 .344 4.51 2.60 --------------------------------------------------------------------- WEST: Avda. Rinconada Poniente Left 1 Subdominant 300 1.0 .313 4.90 2.76 Thru 1 Subdominant 300 1.0 .313 4.90 2.76 2 Dominant 300 1.0 .313 4.74 2.66 Right 2 Dominant 0 1.0 1.000 .00U .00U --------------------------------------------------------------------- SOUTH WEST: Calle Antofagasta Thru 1 Dominant 300 1.0 .313 5.44 3.06 Right 1 Dominant 441 1.0 .342 5.21 3.00 --------------------------------------------------------------------- U User specified critical gap or follow-up headway for an entry stream 1 ARRB SIDRA 4.07 - Time and Date of Analysis 2:49 PM, 8 Oct 2005 Rotonda frente calle Antofagasta * R407BPM * Situacion base 2007 (punta manana) Intersection No.: 4 Roundabout

Table S.2 - MOVEMENT CAPACITY PARAMETERS ---------------------------------------------------------- Mov Arv Total Total Prac. Prac. Lane Deg. No. Flow Opng Cap. Deg. Spare Util Satn (veh Flow (veh Satn Cap. /h) (pcu/h) /h) xp (%) (%) x ---------------------------------------------------------- EAST: Avda. Rinconada oriente 3 L 40 300 45 .85 -4 88 .889 41 T 700E 300 793 .85 -4 88 .883 42 R 981 451 981 .85 -15 100 1.000* ---------------------------------------------------------- WEST: Avda. Rinconada Poniente 7 L 101 300 410 .85 245 100 .246 5 T 236 300 958 .85 245 100 .246 6 R 81 0 329 .85 245 100 .246 ---------------------------------------------------------- SOUTH WEST: Calle Antofagasta




Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Avda. Rinconada oriente 3 L 4.72 425.1 35 .87 99.0 653 10.47 1.6 274.2 41 T 82.70 425.1 611 .87 99.0 653 183.27 1.6 274.2 42 R 13.90 51.0 981 1.00 8.1 50 32.36 10.4 216.2 ------------------------------------------------------------------------ WEST: Avda. Rinconada Poniente 7 L .04 1.3 29 .28 .3 2 .85 37.3 104.5 5 T .93 14.1 92 .39 5.6 47 6.38 22.4 112.9 6 R .48 21.3 37 .45 5.6 47 3.03 18.3 117.6 ------------------------------------------------------------------------ SOUTH WEST: Calle Antofagasta 2 R .03 2.2 16 .34 .5 3 .43 35.7 106.3 1 T .17 2.2 93 .33 .5 3 2.51 35.7 106.2 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 2:49 PM, 8 Oct 2005 Rotonda frente calle Antofagasta * R407BPM * Situacion base 2007 (punta manana) Intersection No.: 4 Roundabout



Flow Delay Delay Stops Rate Index Speed Rate Total (veh/h) (veh-h/h)(sec) (veh/h) (km/h) (mL/km) (mL/h) ----------------------------------------------------------------------- EAST: Avda. Rinconada oriente 1721 101.32 211.9 1626 .94 226.09 3.1 241.2 83004.6 ----------------------------------------------------------------------- WEST: Avda. Rinconada Poniente 418 1.44 12.4 158 .38 10.26 23.7 111.8 9345.3 ----------------------------------------------------------------------- SOUTH WEST: Calle Antofagasta 328 .20 2.2 110 .33 2.94 35.7 106.3 6970.6 ----------------------------------------------------------------------- ALL GROUPS: 2467 102.96 150.2 1893 .77 239.30 4.3 201.3 99320.5 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 2:49 PM, 8 Oct 2005 Rotonda frente calle Antofagasta * R407BPM * Situacion base 2007 (punta manana) Intersection No.: 4 Roundabout




Table S.15 - CAPACITY AND LEVEL OF SERVICE (HCM METHOD) --------------------------------------------------------- Mov Mov Total Total Deg. Prog. Aver. LOS No. Typ Flow Cap. of Factor Delay (veh (veh Satn /h) /h) (v/c) (sec) --------------------------------------------------------- EAST: Avda. Rinconada oriente 3 L 40 45 .889 1.00 425.1 F 41 T 700E 793 .883 1.00 425.1 F 42 R 981E 981 1.000* 1.00 51.0 D ------------------------------------------ ALL MOVS: 1721 1819 1.000 211.9 F --------------------------------------------------------- WEST: Avda. Rinconada Poniente 7 L 101 410 .246 1.00 1.3 A 5 T 236 958 .246 1.00 14.1 B 6 R 81 329 .246 1.00 21.3 C ------------------------------------------ ALL MOVS: 418 1697 .246 12.4 B --------------------------------------------------------- SOUTH WEST: Calle Antofagasta 2 R 48 119 .403 1.00 2.2 A 1 T 280 694 .403 1.00 2.2 A ------------------------------------------ ALL MOVS: 328 813 .403 2.2 A ------------------------------------------ INTERSECTION: 2467 4329 1.000 150.2 F ---------------------------------------------------------




Table R.1 - ROUNDABOUT GAP ACCEPTANCE PARAMETERS --------------------------------------------------------------------- Turn Lane Lane Circ/ Intra- Prop. Critical Follow No. Type Exit Bunch Bunched Gap Up Flow Headway Vehicles (s) Headway (pcu/h) (s) (s) --------------------------------------------------------------------- EAST: Avda. Rinconada oriente Left 1 Dominant 300 1.0 .313 4.74 2.66 Thru 1 Dominant 300 1.0 .313 4.74 2.66 2 Subdominant 300 1.0 .313 4.87 2.74 Right 2 Subdominant 420 1.0 .337 4.71 2.71 --------------------------------------------------------------------- WEST: Avda. Rinconada Poniente Left 1 Subdominant 300 1.0 .313 5.08 2.86 Thru 1 Subdominant 300 1.0 .313 5.08 2.86 2 Dominant 300 1.0 .313 4.74 2.66 Right 2 Dominant 0 1.0 1.000 .00U .00U --------------------------------------------------------------------- SOUTH WEST: Calle Antofagasta Thru 1 Dominant 300 1.0 .313 5.44 3.06 Right 1 Dominant 629 1.0 .381 4.91 2.93 --------------------------------------------------------------------- U User specified critical gap or follow-up headway for an entry stream 1 ARRB SIDRA 4.07 - Time and Date of Analysis 2:50 PM, 8 Oct 2005 Rotonda frente calle Antofagasta * R407BPMD * Situacion base 2007 (punta mediodia) Intersection No.: 4 Roundabout

Table S.2 - MOVEMENT CAPACITY PARAMETERS ---------------------------------------------------------- Mov Arv Total Total Prac. Prac. Lane Deg. No. Flow Opng Cap. Deg. Spare Util Satn (veh Flow (veh Satn Cap. /h) (pcu/h) /h) xp (%) (%) x ---------------------------------------------------------- EAST: Avda. Rinconada oriente 3 L 43 300 168 .85 232 100 .256 41 T 185 300 722 .85 232 100 .256 42 R 178 420 695 .85 232 100 .256 ---------------------------------------------------------- WEST: Avda. Rinconada Poniente 7 L 144 300 430 .85 154 100 .335* 5 T 303 300 905 .85 154 100 .335* 6 R 63 0 188 .85 154 100 .335* ---------------------------------------------------------- SOUTH WEST: Calle Antofagasta


2 R 55 629 197 .85 204 100 .279 1 T 104 300 372 .85 204 100 .280 ----------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 2:50 PM, 8 Oct 2005 Rotonda frente calle Antofagasta * R407BPMD * Situacion base 2007 (punta mediodia) Intersection No.: 4 Roundabout


Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Avda. Rinconada oriente 3 L .01 1.3 12 .28 .3 2 .35 37.4 103.1 41 T .07 1.3 52 .28 .4 3 1.53 37.4 103.3 42 R .09 1.8 64 .36 .4 3 1.69 36.3 107.2 ------------------------------------------------------------------------ WEST: Avda. Rinconada Poniente 7 L .06 1.6 43 .30 .3 3 1.21 36.7 107.4 5 T .75 8.9 108 .36 2.7 22 5.10 26.8 111.2 6 R .19 10.9 23 .37 2.7 22 1.20 24.9 112.2 ------------------------------------------------------------------------ SOUTH WEST: Calle Antofagasta 2 R .04 2.3 22 .39 .4 3 .56 35.4 111.1 1 T .07 2.3 40 .39 .4 3 1.05 35.4 111.1 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 2:50 PM, 8 Oct 2005 Rotonda frente calle Antofagasta * R407BPMD * Situacion base 2007 (punta mediodia) Intersection No.: 4 Roundabout



----------------------------------------------------------------------- EAST: Avda. Rinconada oriente 406 .17 1.5 128 .31 3.58 36.9 105.0 8523.3 ----------------------------------------------------------------------- WEST: Avda. Rinconada Poniente 510 1.01 7.1 174 .34 7.52 28.7 110.2 11243.7 ----------------------------------------------------------------------- SOUTH WEST: Calle Antofagasta 159 .10 2.3 62 .39 1.61 35.4 111.1 3532.7 ----------------------------------------------------------------------- ALL GROUPS: 1075 1.28 4.3 363 .34 12.70 32.3 108.4 23299.7 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 2:50 PM, 8 Oct 2005 Rotonda frente calle Antofagasta * R407BPMD * Situacion base 2007 (punta mediodia) Intersection No.: 4 Roundabout

Table S.7 - LANE PERFORMANCE ---------------------------------------------------------------- Arv Back of Flow Cap Deg. Aver. Stop Q u e u e Short Lane Mov (veh (veh Satn Delay Rate ----------- Lane No. No. /h) /h) x (sec) (vehs) (m) (m) ---------------------------------------------------------------- EAST: Avda. Rinconada oriente 1 LT 3, 221 863 .256 1.3 .28 .3 2 41 2 TR 41, 185 722 .256 1.8 .36 .4 3 50 42 ---------------------------------------------------------------- WEST: Avda. Rinconada Poniente 1 LT 7, 208 622 .335 1.6 .30 .3 3 5 2 TR 5, 302 900 .335 10.9 .37 2.7 22 6 ---------------------------------------------------------------- SOUTH WEST: Calle Antofagasta 1 TR 1, 159 568 .280 2.3 .39 .4 3 2 ---------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 2:50 PM, 8 Oct 2005 Rotonda frente calle Antofagasta * R407BPMD * Situacion base 2007 (punta mediodia) Intersection No.: 4 Roundabout


Table S.8 - LANE FLOW AND CAPACITY INFORMATION ------------------------------------------------------------------------------ EAST: Avda. Rinconada oriente Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * * ****** **** 3, 43 178 0 221 1850 863 0 60 863 .256 100 * 41 * ****** **** 41, 0 7 178 185 1850 722 0 60 722 .256 100 * * 42 *** * ------------------------------------------------------------------------------ WEST: Avda. Rinconada Poniente Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * * ****** **** 7, 144 64 0 208 1850 622 0 60 622 .335 100 * 5 * ****** **** 5, 0 239 63 302 1850 900 0 0 900 .335 100 * * 6 *** * ------------------------------------------------------------------------------ SOUTH WEST: Calle Antofagasta Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * ****** **** 1, 0 104 55 159 1850 568 0 55 568 .280 100 * * 2 *** * ------------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 2:50 PM, 8 Oct 2005 Rotonda frente calle Antofagasta * R407BPMD * Situacion base 2007 (punta mediodia) Intersection No.: 4 Roundabout



------------------------------------------------------------------ Aver. Stop Longest Perf. Mov Mov Arv Total Lane Deg. Delay Rate Queue Index No. Typ Flow Cap. Util Satn (veh (veh (sec) (veh) /h) /h) (%) x ------------------------------------------------------------------ EAST: Avda. Rinconada oriente 3 L 43 168 100 .256 1.3 .28 .3 .35 41 T 185 722 100 .256 1.3 .28 .4 1.53 42 R 178 695 100 .256 1.8 .36 .4 1.69 ------------------------------------------------------------------ WEST: Avda. Rinconada Poniente 7 L 144 430 100 .335* 1.6 .30 .3 1.21 5 T 303 905 100 .335* 8.9 .36 2.7 5.10 6 R 63 188 100 .335* 10.9 .37 2.7 1.20 ------------------------------------------------------------------ SOUTH WEST: Calle Antofagasta 2 R 55 197 100 .279 2.3 .39 .4 .56 1 T 104 372 100 .280 2.3 .39 .4 1.05 ------------------------------------------------------------------





Table S.15 - CAPACITY AND LEVEL OF SERVICE (HCM METHOD) --------------------------------------------------------- Mov Mov Total Total Deg. Prog. Aver. LOS No. Typ Flow Cap. of Factor Delay (veh (veh Satn /h) /h) (v/c) (sec) --------------------------------------------------------- EAST: Avda. Rinconada oriente 3 L 43 168 .256 1.00 1.3 A 41 T 185 722 .256 1.00 1.3 A 42 R 178 695 .256 1.00 1.8 A ------------------------------------------ ALL MOVS: 406 1585 .256 1.5 A --------------------------------------------------------- WEST: Avda. Rinconada Poniente 7 L 144 430 .335* 1.00 1.6 A 5 T 303 905 .335* 1.00 8.9 B 6 R 63 188 .335* 1.00 10.9 B ------------------------------------------ ALL MOVS: 510 1523 .335 7.1 B --------------------------------------------------------- SOUTH WEST: Calle Antofagasta 2 R 55 197 .279 1.00 2.3 A 1 T 104 372 .280 1.00 2.3 A ------------------------------------------ ALL MOVS: 159 569 .280 2.3 A ------------------------------------------ INTERSECTION: 1075 3676 .335 4.3 A ---------------------------------------------------------





Table R.1 - ROUNDABOUT GAP ACCEPTANCE PARAMETERS --------------------------------------------------------------------- Turn Lane Lane Circ/ Intra- Prop. Critical Follow No. Type Exit Bunch Bunched Gap Up Flow Headway Vehicles (s) Headway (pcu/h) (s) (s) --------------------------------------------------------------------- EAST: Avda. Rinconada oriente Left 1 Dominant 300 1.0 .313 4.74 2.66 Thru 1 Dominant 300 1.0 .313 4.74 2.66 2 Subdominant 300 1.0 .313 4.74 2.66D Right 2 Subdominant 330 1.0 .319 4.69 2.65D --------------------------------------------------------------------- WEST: Avda. Rinconada Poniente Left 1 Subdominant 300 1.0 .313 4.90 2.76 Thru 1 Subdominant 300 1.0 .313 4.90 2.76 2 Dominant 300 1.0 .313 4.74 2.66 Right 2 Dominant 0 1.0 1.000 .00U .00U --------------------------------------------------------------------- SOUTH WEST: Calle Antofagasta Thru 1 Dominant 300 1.0 .313 5.44 3.06 Right 1 Dominant 1004 1.0 .459 4.33 2.78 --------------------------------------------------------------------- U User specified critical gap or follow-up headway for an entry stream D Subdominant lane follow-up headway was calculated as less than the dominant lane value and was set to the dominant lane value 1 ARRB SIDRA 4.07 - Time and Date of Analysis 2:52 PM, 8 Oct 2005 Rotonda frente calle Antofagasta * R407BPT * Situacion base 2007 (punta tarde) Intersection No.: 4 Roundabout

Table S.2 - MOVEMENT CAPACITY PARAMETERS ---------------------------------------------------------- Mov Arv Total Total Prac. Prac. Lane Deg. No. Flow Opng Cap. Deg. Spare Util Satn (veh Flow (veh Satn Cap. /h) (pcu/h) /h) xp (%) (%) x ---------------------------------------------------------- EAST: Avda. Rinconada oriente 3 L 97 300 369 .85 223 100 .263 41 T 159 300 604 .85 223 100 .263 42 R 230 330 874 .85 223 100 .263 ---------------------------------------------------------- WEST: Avda. Rinconada Poniente 7 L 85 300 157 .85 57 100 .541* 5 T 836 300 1548 .85 57 100 .540 6 R 169 0 313 .85 57 100 .540


---------------------------------------------------------- SOUTH WEST: Calle Antofagasta 2 R 66 1004 195 .85 151 100 .338 1 T 130 300 384 .85 151 100 .339 ----------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 2:52 PM, 8 Oct 2005 Rotonda frente calle Antofagasta * R407BPT * Situacion base 2007 (punta tarde) Intersection No.: 4 Roundabout


Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Avda. Rinconada oriente 3 L .03 1.3 27 .28 .3 2 .80 37.4 102.5 41 T .06 1.3 44 .28 .4 3 1.31 37.4 102.6 42 R .09 1.4 68 .30 .4 3 1.95 37.1 103.2 ------------------------------------------------------------------------ WEST: Avda. Rinconada Poniente 7 L .05 2.2 28 .33 .5 4 .73 35.7 105.8 5 T 3.10 13.4 326 .39 7.4 50 14.84 23.0 119.4 6 R 1.11 23.7 74 .43 7.4 50 4.43 17.3 131.5 ------------------------------------------------------------------------ SOUTH WEST: Calle Antofagasta 2 R .06 3.2 31 .48 .5 4 .74 33.9 114.0 1 T .12 3.2 60 .46 .5 4 1.45 33.9 113.7 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 2:52 PM, 8 Oct 2005 Rotonda frente calle Antofagasta * R407BPT * Situacion base 2007 (punta tarde) Intersection No.: 4 Roundabout



Flow Delay Delay Stops Rate Index Speed Rate Total (veh/h) (veh-h/h)(sec) (veh/h) (km/h) (mL/km) (mL/h) ----------------------------------------------------------------------- EAST: Avda. Rinconada oriente 486 .18 1.3 139 .29 4.06 37.3 102.8 9995.9 ----------------------------------------------------------------------- WEST: Avda. Rinconada Poniente 1090 4.27 14.1 427 .39 20.00 22.4 120.2 26204.4 ----------------------------------------------------------------------- SOUTH WEST: Calle Antofagasta 196 .18 3.2 92 .47 2.19 33.9 113.8 4459.6 ----------------------------------------------------------------------- ALL GROUPS: 1772 4.62 9.4 658 .37 26.25 26.3 114.7 40659.9 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 2:52 PM, 8 Oct 2005 Rotonda frente calle Antofagasta * R407BPT * Situacion base 2007 (punta tarde) Intersection No.: 4 Roundabout

Table S.7 - LANE PERFORMANCE ---------------------------------------------------------------- Arv Back of Flow Cap Deg. Aver. Stop Q u e u e Short Lane Mov (veh (veh Satn Delay Rate ----------- Lane No. No. /h) /h) x (sec) (vehs) (m) (m) ---------------------------------------------------------------- EAST: Avda. Rinconada oriente 1 LT 3, 244 928 .263 1.3 .28 .3 2 41 2 TR 41, 242 920 .263 1.4 .30 .4 3 50 42 ---------------------------------------------------------------- WEST: Avda. Rinconada Poniente 1 LT 7, 486 901 .540 2.2 .33 .5 4 5 2 TR 5, 604 1118 .540 23.7 .43 7.4 50 6 ---------------------------------------------------------------- SOUTH WEST: Calle Antofagasta 1 TR 1, 196 578 .339 3.2 .48 .5 4 2 ---------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 2:52 PM, 8 Oct 2005 Rotonda frente calle Antofagasta * R407BPT * Situacion base 2007 (punta tarde)


SOUTH WEST: Calle Antofagasta 2 R 114.0 2 5 6 168 4 403 1 T 113.7 3 11 11 327 7 793 ---------------------------------------------------------- ALL MOVS: 113.8 4 16 16 495 11 1196 ---------------------------------------------------------- INTERSECTION: 114.7 41 149 141 4185 102 11240 -------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 2:52 PM, 8 Oct 2005 Rotonda frente calle Antofagasta * R407BPT * Situacion base 2007 (punta tarde) Intersection No.: 4 Roundabout

Table S.15 - CAPACITY AND LEVEL OF SERVICE (HCM METHOD) --------------------------------------------------------- Mov Mov Total Total Deg. Prog. Aver. LOS No. Typ Flow Cap. of Factor Delay (veh (veh Satn /h) /h) (v/c) (sec) --------------------------------------------------------- EAST: Avda. Rinconada oriente 3 L 97 369 .263 1.00 1.3 A 41 T 159 604 .263 1.00 1.3 A 42 R 230 874 .263 1.00 1.4 A ------------------------------------------ ALL MOVS: 486 1847 .263 1.3 A --------------------------------------------------------- WEST: Avda. Rinconada Poniente 7 L 85 157 .541* 1.00 2.2 A 5 T 836 1548 .540 1.00 13.4 B 6 R 169 313 .540 1.00 23.7 C ------------------------------------------ ALL MOVS: 1090 2018 .541 14.1 B --------------------------------------------------------- SOUTH WEST: Calle Antofagasta 2 R 66 195 .338 1.00 3.2 A 1 T 130 384 .339 1.00 3.2 A ------------------------------------------ ALL MOVS: 196 579 .339 3.2 A ------------------------------------------ INTERSECTION: 1772 4445 .541 9.4 B ---------------------------------------------------------



SITUACIÓN CON PROYECTO (2007)(ETAPA OPERACIÓN)



Interseccion Ruta G-260 / Acceso a U. de Chile * R107PPM * Situacion con proyecto (operacion) 2007 (punta manana) Intersection No.: 1 Unsignalised Intersection

Table S.0 - TRAFFIC FLOW DATA (Flows in veh/hour as used by the program) ------------------------------------------------------------------------ Mov Left Through Right Flow Peak No. --------- --------- --------- Scale Hour LV HV LV HV LV HV Factor ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 0 0 55 23 0 0 1.00 1.00 2 0 0 0 0 76 25 1.00 1.00 ------------------------------------------------------------------------ NORTH: Acceso a U. de Chile 3 13 33 0 0 0 0 1.00 1.00 4 0 0 0 0 16 1 1.00 1.00 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 13 2 0 0 0 0 1.00 1.00 6 0 0 79 25 0 0 1.00 1.00 ------------------------------------------------------------------------ Based on unit time = 60 minutes. Flow Scale and Peak Hour Factor effects included in flow values.1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:07 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R107PPM * Situacion con proyecto (operacion) 2007 (punta manana) Intersection No.: 1 Unsignalised Intersection



WEST: Ruta G-260 (poniente) 5 L 15 225 176 .80 839 100 .085 6 T 104 0 1218 .80 837 100 .085 ---------------------------------------------------------- + Percentage of exiting flow included in total opposing flow 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:07 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R107PPM * Situacion con proyecto (operacion) 2007 (punta manana) Intersection No.: 1 Unsignalised Intersection


Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 T .00 .0 0 .00 .0 0 1.95 40.0 86.9 2 R .00 .0 0 .00 .0 0 2.53 40.0 86.9 ------------------------------------------------------------------------ NORTH: Acceso a U. de Chile 3 L .02 1.3 14 .31 .3 2 1.44 39.4 90.6 4 R .01 1.3 5 .31 .3 2 .53 39.4 90.6 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 L .01 1.5 0 .02 .6 4 .45 39.4 88.1 6 T .04 1.5 2 .02 .6 4 3.15 39.4 88.1 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:07 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R107PPM * Situacion con proyecto (operacion) 2007 (punta manana) Intersection No.: 1 Unsignalised Intersection



----------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 179 .00 .0 0 .00 4.48 40.0 86.9 15562.9 ----------------------------------------------------------------------- NORTH: Acceso a U. de Chile 63 .02 1.3 19 .31 1.98 39.4 90.6 5705.3 ----------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 119 .05 1.5 2 .02 3.60 39.4 88.1 10489.6 ----------------------------------------------------------------------- ALL GROUPS: 361 .07 .7 21 .06 10.05 39.7 88.0 31757.8 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:07 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R107PPM * Situacion con proyecto (operacion) 2007 (punta manana) Intersection No.: 1 Unsignalised Intersection

Table S.7 - LANE PERFORMANCE ---------------------------------------------------------------- Arv Back of Flow Cap Deg. Aver. Stop Q u e u e Short Lane Mov (veh (veh Satn Delay Rate ----------- Lane No. No. /h) /h) x (sec) (vehs) (m) (m) ---------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 TR 1, 179 1459 .123 .0 .00 .0 0 2 ---------------------------------------------------------------- NORTH: Acceso a U. de Chile 1 LR 3, 63 730 .086 1.3 .31 .3 2 4 ---------------------------------------------------------------- WEST: Ruta G-260 (poniente) 1 LT 5, 119 1393 .085 1.5 .02 .6 4 6 ---------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:07 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R107PPM * Situacion con proyecto (operacion) 2007 (punta manana) Intersection No.: 1 Unsignalised Intersection



EAST: Ruta G-260 (oriente) Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * ****** **** 1, 0 78 101 179 1850 1459 0 0 1459 .123 100 * * 2 *** * ------------------------------------------------------------------------------ NORTH: Acceso a U. de Chile Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * ****** 3, 46 0 17 63 1850 730 0 17 730 .086 100 * 4 *** * ------------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * * ****** **** 5, 15 104 0 119 1850 1393 0 60 1393 .085 100 * 6 ------------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:07 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R107PPM * Situacion con proyecto (operacion) 2007 (punta manana) Intersection No.: 1 Unsignalised Intersection




* Maximum degree of saturation Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:07 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R107PPM * Situacion con proyecto (operacion) 2007 (punta manana) Intersection No.: 1 Unsignalised Intersection

Table S.12 - FUEL CONSUMPTION, EMISSIONS AND COST ------------------------------------------------------------------------- Mov Fuel Consumption HC NOX CO CO2 COST No. Rate Total Total Total Total Total Total mL/km L/h g/h g/h g/h kg/h c/h ------------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 86.9 7 22 19 519 17 1742 2 R 86.9 9 29 25 672 22 2256 ---------------------------------------------------------- ALL MOVS: 86.9 16 51 44 1191 39 3998 ------------------------------------------------------------------------- NORTH: Acceso a U. de Chile 3 L 90.6 4 14 12 342 10 1079 4 R 90.6 2 5 5 126 4 399 ---------------------------------------------------------- ALL MOVS: 90.6 6 19 17 469 14 1478 ------------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 88.1 1 4 4 101 3 343 6 T 88.1 9 30 26 700 23 2378 ---------------------------------------------------------- ALL MOVS: 88.1 10 35 30 801 26 2721 ---------------------------------------------------------- INTERSECTION: 88.0 32 105 91 2461 79 8196 -------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:07 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R107PPM * Situacion con proyecto (operacion) 2007 (punta manana) Intersection No.: 1 Unsignalised Intersection




Level of Service calculations are based on overall delay. * Maximum v/c ratio, or critical green periods 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:07 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R107PPM * Situacion con proyecto (operacion) 2007 (punta manana) Intersection No.: 1 Unsignalised Intersection





Interseccion Ruta G-260 / Acceso a U. de Chile * R107PPMD * Situacion con proyecto (operacion) 2007 (punta mediodia) Intersection No.: 1 Unsignalised Intersection

Table S.0 - TRAFFIC FLOW DATA (Flows in veh/hour as used by the program) ------------------------------------------------------------------------ Mov Left Through Right Flow Peak No. --------- --------- --------- Scale Hour LV HV LV HV LV HV Factor ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 0 0 69 39 0 0 1.00 1.00 2 0 0 0 0 39 35 1.00 1.00 ------------------------------------------------------------------------ NORTH: Acceso a U. de Chile 3 24 32 0 0 0 0 1.00 1.00 4 0 0 0 0 9 1 1.00 1.00 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 12 1 0 0 0 0 1.00 1.00 6 0 0 73 45 0 0 1.00 1.00 ------------------------------------------------------------------------ Based on unit time = 60 minutes. Flow Scale and Peak Hour Factor effects included in flow values.1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:11 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R107PPMD * Situacion con proyecto (operacion) 2007 (punta mediodia) Intersection No.: 1 Unsignalised Intersection



WEST: Ruta G-260 (poniente) 5 L 13 238 128 .80 688 100 .102 6 T 118 0 1158 .80 685 100 .102 ---------------------------------------------------------- + Percentage of exiting flow included in total opposing flow 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:11 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R107PPMD * Situacion con proyecto (operacion) 2007 (punta mediodia) Intersection No.: 1 Unsignalised Intersection


Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 T .00 .0 0 .00 .0 0 2.70 40.0 86.9 2 R .00 .0 0 .00 .0 0 1.85 40.0 86.9 ------------------------------------------------------------------------ NORTH: Acceso a U. de Chile 3 L .03 1.8 20 .36 .3 3 1.82 39.2 91.0 4 R .00 1.8 4 .36 .3 3 .33 39.2 91.0 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 L .01 1.6 0 .01 .6 5 .39 39.3 88.2 6 T .05 1.6 2 .01 .6 5 3.54 39.3 88.2 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:11 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R107PPMD * Situacion con proyecto (operacion) 2007 (punta mediodia) Intersection No.: 1 Unsignalised Intersection



----------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 182 .00 .0 0 .00 4.55 40.0 86.9 15823.7 ----------------------------------------------------------------------- NORTH: Acceso a U. de Chile 66 .03 1.8 24 .36 2.15 39.2 91.0 6008.2 ----------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 131 .06 1.6 2 .01 3.93 39.3 88.2 11559.8 ----------------------------------------------------------------------- ALL GROUPS: 379 .09 .9 26 .07 10.62 39.6 88.1 33391.6 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:11 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R107PPMD * Situacion con proyecto (operacion) 2007 (punta mediodia) Intersection No.: 1 Unsignalised Intersection

Table S.7 - LANE PERFORMANCE ---------------------------------------------------------------- Arv Back of Flow Cap Deg. Aver. Stop Q u e u e Short Lane Mov (veh (veh Satn Delay Rate ----------- Lane No. No. /h) /h) x (sec) (vehs) (m) (m) ---------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 TR 1, 182 1315 .138 .0 .00 .0 0 2 ---------------------------------------------------------------- NORTH: Acceso a U. de Chile 1 LR 3, 66 672 .098 1.8 .36 .3 3 4 ---------------------------------------------------------------- WEST: Ruta G-260 (poniente) 1 LT 5, 131 1286 .102 1.6 .01 .6 5 6 ---------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:11 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R107PPMD * Situacion con proyecto (operacion) 2007 (punta mediodia) Intersection No.: 1 Unsignalised Intersection



EAST: Ruta G-260 (oriente) Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * ****** **** 1, 0 108 74 182 1850 1315 0 0 1315 .138 100 * * 2 *** * ------------------------------------------------------------------------------ NORTH: Acceso a U. de Chile Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * ****** 3, 56 0 10 66 1850 672 0 10 672 .098 100 * 4 *** * ------------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * * ****** **** 5, 13 118 0 131 1850 1286 0 60 1286 .102 100 * 6 ------------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:11 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R107PPMD * Situacion con proyecto (operacion) 2007 (punta mediodia) Intersection No.: 1 Unsignalised Intersection




* Maximum degree of saturation Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:11 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R107PPMD * Situacion con proyecto (operacion) 2007 (punta mediodia) Intersection No.: 1 Unsignalised Intersection

Table S.12 - FUEL CONSUMPTION, EMISSIONS AND COST ------------------------------------------------------------------------- Mov Fuel Consumption HC NOX CO CO2 COST No. Rate Total Total Total Total Total Total mL/km L/h g/h g/h g/h kg/h c/h ------------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 86.9 9 31 27 719 23 2412 2 R 86.9 6 21 18 493 16 1653 ---------------------------------------------------------- ALL MOVS: 86.9 16 52 45 1211 40 4065 ------------------------------------------------------------------------- NORTH: Acceso a U. de Chile 3 L 91.0 5 17 15 424 13 1320 4 R 91.0 1 3 3 76 2 236 ---------------------------------------------------------- ALL MOVS: 91.0 6 20 18 500 15 1556 ------------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 88.2 1 4 3 87 3 298 6 T 88.2 10 34 29 794 26 2704 ---------------------------------------------------------- ALL MOVS: 88.2 12 38 33 881 29 3002 ---------------------------------------------------------- INTERSECTION: 88.1 33 110 96 2592 83 8622 -------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:11 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R107PPMD * Situacion con proyecto (operacion) 2007 (punta mediodia) Intersection No.: 1 Unsignalised Intersection




Level of Service calculations are based on overall delay. * Maximum v/c ratio, or critical green periods 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:11 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R107PPMD * Situacion con proyecto (operacion) 2007 (punta mediodia) Intersection No.: 1 Unsignalised Intersection





Interseccion Ruta G-260 / Acceso a U. de Chile * R107PPT * Situacion con proyecto (operacion) 2007 (punta tarde) Intersection No.: 1 Unsignalised Intersection

Table S.0 - TRAFFIC FLOW DATA (Flows in veh/hour as used by the program) ------------------------------------------------------------------------ Mov Left Through Right Flow Peak No. --------- --------- --------- Scale Hour LV HV LV HV LV HV Factor ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 0 0 105 33 0 0 1.00 1.00 2 0 0 0 0 17 13 1.00 1.00 ------------------------------------------------------------------------ NORTH: Acceso a U. de Chile 3 22 16 0 0 0 0 1.00 1.00 4 0 0 0 0 3 1 1.00 1.00 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 6 2 0 0 0 0 1.00 1.00 6 0 0 117 34 0 0 1.00 1.00 ------------------------------------------------------------------------ Based on unit time = 60 minutes. Flow Scale and Peak Hour Factor effects included in flow values.1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:14 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R107PPT * Situacion con proyecto (operacion) 2007 (punta tarde) Intersection No.: 1 Unsignalised Intersection



WEST: Ruta G-260 (poniente) 5 L 8 206 74 .80 640 100 .108 6 T 151 0 1396 .80 640 100 .108 ---------------------------------------------------------- + Percentage of exiting flow included in total opposing flow 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:14 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R107PPT * Situacion con proyecto (operacion) 2007 (punta tarde) Intersection No.: 1 Unsignalised Intersection


Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 T .00 .0 0 .00 .0 0 3.45 40.0 86.9 2 R .00 .0 0 .00 .0 0 .75 40.0 86.9 ------------------------------------------------------------------------ NORTH: Acceso a U. de Chile 3 L .02 2.1 16 .41 .4 3 1.39 39.1 91.4 4 R .00 2.1 2 .41 .4 3 .15 39.1 91.4 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 L .00 1.9 0 .01 .8 6 .24 39.2 88.1 6 T .08 1.9 1 .01 .8 6 4.61 39.2 88.1 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:14 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R107PPT * Situacion con proyecto (operacion) 2007 (punta tarde) Intersection No.: 1 Unsignalised Intersection



----------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 168 .00 .0 0 .00 4.20 40.0 86.9 14606.5 ----------------------------------------------------------------------- NORTH: Acceso a U. de Chile 42 .02 2.1 17 .41 1.54 39.1 91.4 3839.7 ----------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 159 .09 1.9 1 .01 4.85 39.2 88.1 14004.6 ----------------------------------------------------------------------- ALL GROUPS: 369 .11 1.1 18 .05 10.59 39.5 87.9 32450.8 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:14 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R107PPT * Situacion con proyecto (operacion) 2007 (punta tarde) Intersection No.: 1 Unsignalised Intersection

Table S.7 - LANE PERFORMANCE ---------------------------------------------------------------- Arv Back of Flow Cap Deg. Aver. Stop Q u e u e Short Lane Mov (veh (veh Satn Delay Rate ----------- Lane No. No. /h) /h) x (sec) (vehs) (m) (m) ---------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 TR 1, 168 1452 .116 .0 .00 .0 0 2 ---------------------------------------------------------------- NORTH: Acceso a U. de Chile 1 LR 3, 42 627 .067 2.1 .41 .4 3 4 ---------------------------------------------------------------- WEST: Ruta G-260 (poniente) 1 LT 5, 159 1470 .108 1.9 .01 .8 6 6 ---------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:14 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R107PPT * Situacion con proyecto (operacion) 2007 (punta tarde) Intersection No.: 1 Unsignalised Intersection



EAST: Ruta G-260 (oriente) Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * ****** **** 1, 0 138 30 168 1850 1452 0 0 1452 .116 100 * * 2 *** * ------------------------------------------------------------------------------ NORTH: Acceso a U. de Chile Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * ****** 3, 38 0 4 42 1850 627 0 4 627 .067 100 * 4 *** * ------------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * * ****** **** 5, 8 151 0 159 1850 1470 0 60 1470 .108 100 * 6 ------------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:14 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R107PPT * Situacion con proyecto (operacion) 2007 (punta tarde) Intersection No.: 1 Unsignalised Intersection

Table S.10 - MOVEMENT CAPACITY AND PERFORMANCE SUMMARY ------------------------------------------------------------------ Aver. Stop Longest Perf. Mov Mov Arv Total Lane Deg. Delay Rate Queue Index No. Typ Flow Cap. Util Satn (veh (veh (sec) (veh) /h) /h) (%) x ------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 T 138 1193 100 .116* .0 .00 .0 3.45 2 R 30 259 100 .116* .0 .00 .0 .75 ------------------------------------------------------------------ NORTH: Acceso a U. de Chile



* Maximum degree of saturation Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:14 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R107PPT * Situacion con proyecto (operacion) 2007 (punta tarde) Intersection No.: 1 Unsignalised Intersection

Table S.12 - FUEL CONSUMPTION, EMISSIONS AND COST ------------------------------------------------------------------------- Mov Fuel Consumption HC NOX CO CO2 COST No. Rate Total Total Total Total Total Total mL/km L/h g/h g/h g/h kg/h c/h ------------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 86.9 12 39 34 919 30 3082 2 R 86.9 3 9 7 200 7 670 ---------------------------------------------------------- ALL MOVS: 86.9 15 48 41 1118 37 3752 ------------------------------------------------------------------------- NORTH: Acceso a U. de Chile 3 L 91.4 3 12 11 292 9 899 4 R 91.4 0 1 1 31 1 95 ---------------------------------------------------------- ALL MOVS: 91.4 4 13 12 323 10 994 ------------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 88.1 1 2 2 54 2 183 6 T 88.1 13 44 38 1013 33 3451 ---------------------------------------------------------- ALL MOVS: 88.1 14 46 40 1066 35 3634 ---------------------------------------------------------- INTERSECTION: 87.9 32 107 93 2508 81 8379 -------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:14 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R107PPT * Situacion con proyecto (operacion) 2007 (punta tarde) Intersection No.: 1 Unsignalised Intersection




Level of Service calculations are based on overall delay. * Maximum v/c ratio, or critical green periods 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:14 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R107PPT * Situacion con proyecto (operacion) 2007 (punta tarde) Intersection No.: 1 Unsignalised Intersection





Interseccion Ruta G-260 / Acceso a J. Olivares * R207PPM * Situacion con proyecto (operacion) 2007 (punta manana) Intersection No.: 2 Unsignalised Intersection

Table S.0 - TRAFFIC FLOW DATA (Flows in veh/hour as used by the program) ------------------------------------------------------------------------ Mov Left Through Right Flow Peak No. --------- --------- --------- Scale Hour LV HV LV HV LV HV Factor ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 0 0 85 108 0 0 1.00 1.00 2 0 0 0 0 8 9 1.00 1.00 ------------------------------------------------------------------------ NORTH WEST: Acceso a J. Olivares 3 7 6 0 0 0 0 1.00 1.00 4 0 0 0 0 6 1 1.00 1.00 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 3 1 0 0 0 0 1.00 1.00 6 0 0 88 88 0 0 1.00 1.00 ------------------------------------------------------------------------ Based on unit time = 60 minutes. Flow Scale and Peak Hour Factor effects included in flow values.1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:17 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R207PPM * Situacion con proyecto (operacion) 2007 (punta manana) Intersection No.: 2 Unsignalised Intersection



WEST: Ruta G-260 (poniente) 5 L 4 223 27 .80 440 100 .148 6 T 176 0 1198 .80 445 100 .147 ---------------------------------------------------------- + Percentage of exiting flow included in total opposing flow 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:17 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R207PPM * Situacion con proyecto (operacion) 2007 (punta manana) Intersection No.: 2 Unsignalised Intersection


Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 T .00 .0 0 .00 .0 0 3.86 50.0 82.1 2 R .00 .0 0 .00 .0 0 .28 60.0 81.5 ------------------------------------------------------------------------ NORTH WEST: Acceso a J. Olivares 3 L .01 2.0 5 .42 .4 3 .48 58.1 88.7 4 R .00 2.0 3 .42 .4 3 .32 39.1 91.3 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 L .00 2.2 0 .00 .7 7 .10 48.5 83.5 6 T .11 2.2 0 .00 .7 7 3.78 57.9 82.9 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:17 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R207PPM * Situacion con proyecto (operacion) 2007 (punta manana) Intersection No.: 2 Unsignalised Intersection



----------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 210 .00 .0 0 .00 4.14 50.7 82.0 17230.2 ----------------------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 20 .01 2.0 8 .42 .80 49.7 89.6 1792.7 ----------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 180 .11 2.2 1 .00 3.88 57.6 82.9 14922.6 ----------------------------------------------------------------------- ALL GROUPS: 410 .12 1.1 9 .02 8.82 53.5 82.8 33945.4 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:17 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R207PPM * Situacion con proyecto (operacion) 2007 (punta manana) Intersection No.: 2 Unsignalised Intersection

Table S.7 - LANE PERFORMANCE ---------------------------------------------------------------- Arv Back of Flow Cap Deg. Aver. Stop Q u e u e Short Lane Mov (veh (veh Satn Delay Rate ----------- Lane No. No. /h) /h) x (sec) (vehs) (m) (m) ---------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 TR 1, 210 1188 .177 .0 .00 .0 0 2 ---------------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 1 LR 3, 20 648 .031 2.0 .42 .4 3 4 ---------------------------------------------------------------- WEST: Ruta G-260 (poniente) 1 LT 5, 180 1225 .147 2.2 .00 .7 7 6 ---------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:17 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R207PPM * Situacion con proyecto (operacion) 2007 (punta manana) Intersection No.: 2 Unsignalised Intersection



EAST: Ruta G-260 (oriente) Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * ****** **** 1, 0 193 17 210 1850 1188 0 0 1188 .177 100 * * 2 *** * ------------------------------------------------------------------------------ NORTH WEST: Acceso a J. Olivares Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * ****** 3, 13 0 7 20 1850 648 0 8 648 .031 100 * 4 *** * ------------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * * ****** **** 5, 4 176 0 180 1850 1225 0 60 1225 .147 100 * 6 ------------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:17 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R207PPM * Situacion con proyecto (operacion) 2007 (punta manana) Intersection No.: 2 Unsignalised Intersection




* Maximum degree of saturation Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:17 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R207PPM * Situacion con proyecto (operacion) 2007 (punta manana) Intersection No.: 2 Unsignalised Intersection

Table S.12 - FUEL CONSUMPTION, EMISSIONS AND COST ------------------------------------------------------------------------- Mov Fuel Consumption HC NOX CO CO2 COST No. Rate Total Total Total Total Total Total mL/km L/h g/h g/h g/h kg/h c/h ------------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 82.1 16 49 52 1069 40 3683 2 R 81.5 1 4 5 79 3 292 ---------------------------------------------------------- ALL MOVS: 82.0 17 53 57 1148 43 3975 ------------------------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 3 L 88.7 1 4 5 94 3 245 4 R 91.3 1 2 2 54 2 165 ---------------------------------------------------------- ALL MOVS: 89.6 2 6 7 147 4 410 ------------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 83.5 0 1 1 22 1 79 6 T 82.9 15 43 55 831 36 3134 ---------------------------------------------------------- ALL MOVS: 82.9 15 45 56 854 37 3213 ---------------------------------------------------------- INTERSECTION: 82.8 34 103 120 2149 85 7598 -------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:17 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R207PPM * Situacion con proyecto (operacion) 2007 (punta manana) Intersection No.: 2 Unsignalised Intersection




Level of Service calculations are based on overall delay. * Maximum v/c ratio, or critical green periods 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:17 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R207PPM * Situacion con proyecto (operacion) 2007 (punta manana) Intersection No.: 2 Unsignalised Intersection





Interseccion Ruta G-260 / Acceso a J. Olivares * R207PPMD * Situacion con proyecto (operacion) 2007 (punta mediodia) Intersection No.: 2 Unsignalised Intersection

Table S.0 - TRAFFIC FLOW DATA (Flows in veh/hour as used by the program) ------------------------------------------------------------------------ Mov Left Through Right Flow Peak No. --------- --------- --------- Scale Hour LV HV LV HV LV HV Factor ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 0 0 97 139 0 0 1.00 1.00 2 0 0 0 0 7 3 1.00 1.00 ------------------------------------------------------------------------ NORTH WEST: Acceso a J. Olivares 3 5 1 0 0 0 0 1.00 1.00 4 0 0 0 0 2 3 1.00 1.00 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 1 1 0 0 0 0 1.00 1.00 6 0 0 70 121 0 0 1.00 1.00 ------------------------------------------------------------------------ Based on unit time = 60 minutes. Flow Scale and Peak Hour Factor effects included in flow values.1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:21 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R207PPMD * Situacion con proyecto (operacion) 2007 (punta mediodia) Intersection No.: 2 Unsignalised Intersection

Table S.2 - MOVEMENT CAPACITY PARAMETERS ---------------------------------------------------------- Mov Arv Total Total Prac. Prac. Lane Deg. No. Flow Opng Cap. Deg. Spare Util Satn (veh Flow (veh Satn Cap. /h) (pcu/h) /h) xp (%) (%) x ---------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 236 0 1125 .80 281 100 .210* 2 R 10 0 48 .80 284 100 .208 ---------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 3 L 6 439+ 349 .80 4553 100 .017 4 R 5 246+ 291 .80 4556 100 .017 ----------------------------------------------------------


WEST: Ruta G-260 (poniente) 5 L 2 252 12 .80 380 100 .167 6 T 191 0 1118 .80 368 100 .171 ---------------------------------------------------------- + Percentage of exiting flow included in total opposing flow 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:21 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R207PPMD * Situacion con proyecto (operacion) 2007 (punta mediodia) Intersection No.: 2 Unsignalised Intersection


Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 T .00 .0 0 .00 .0 0 4.72 50.0 82.1 2 R .00 .0 0 .00 .0 0 .17 60.0 81.5 ------------------------------------------------------------------------ NORTH WEST: Acceso a J. Olivares 3 L .00 2.1 3 .44 .4 3 .32 58.0 89.1 4 R .00 2.1 2 .44 .4 3 .31 39.1 91.5 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 L .00 2.3 0 .00 .7 7 .05 48.4 83.6 6 T .12 2.3 0 .00 .7 7 4.04 57.7 83.0 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:21 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R207PPMD * Situacion con proyecto (operacion) 2007 (punta mediodia) Intersection No.: 2 Unsignalised Intersection



----------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 246 .00 .0 0 .00 4.89 50.3 82.1 20189.8 ----------------------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 11 .01 2.1 5 .44 .63 47.5 90.2 992.1 ----------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 193 .13 2.3 0 .00 4.09 57.6 83.0 16022.6 ----------------------------------------------------------------------- ALL GROUPS: 450 .13 1.1 5 .01 9.60 53.1 82.7 37204.5 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:21 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R207PPMD * Situacion con proyecto (operacion) 2007 (punta mediodia) Intersection No.: 2 Unsignalised Intersection

Table S.7 - LANE PERFORMANCE ---------------------------------------------------------------- Arv Back of Flow Cap Deg. Aver. Stop Q u e u e Short Lane Mov (veh (veh Satn Delay Rate ----------- Lane No. No. /h) /h) x (sec) (vehs) (m) (m) ---------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 TR 1, 246 1173 .210 .0 .00 .0 0 2 ---------------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 1 LR 3, 11 639 .017 2.1 .44 .4 3 4 ---------------------------------------------------------------- WEST: Ruta G-260 (poniente) 1 LT 5, 193 1130 .171 2.3 .00 .7 7 6 ---------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:21 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R207PPMD * Situacion con proyecto (operacion) 2007 (punta mediodia) Intersection No.: 2 Unsignalised Intersection



EAST: Ruta G-260 (oriente) Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * ****** **** 1, 0 236 10 246 1850 1173 0 0 1173 .210 100 * * 2 *** * ------------------------------------------------------------------------------ NORTH WEST: Acceso a J. Olivares Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * ****** 3, 6 0 5 11 1850 639 0 7 639 .017 100 * 4 *** * ------------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * * ****** **** 5, 2 191 0 193 1850 1130 0 60 1130 .171 100 * 6 ------------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:21 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R207PPMD * Situacion con proyecto (operacion) 2007 (punta mediodia) Intersection No.: 2 Unsignalised Intersection

Table S.10 - MOVEMENT CAPACITY AND PERFORMANCE SUMMARY ------------------------------------------------------------------ Aver. Stop Longest Perf. Mov Mov Arv Total Lane Deg. Delay Rate Queue Index No. Typ Flow Cap. Util Satn (veh (veh (sec) (veh) /h) /h) (%) x ------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 T 236 1125 100 .210* .0 .00 .0 4.72 2 R 10 48 100 .208 .0 .00 .0 .17 ------------------------------------------------------------------ NORTH WEST: Acceso a J. Olivares



* Maximum degree of saturation Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:21 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R207PPMD * Situacion con proyecto (operacion) 2007 (punta mediodia) Intersection No.: 2 Unsignalised Intersection

Table S.12 - FUEL CONSUMPTION, EMISSIONS AND COST ------------------------------------------------------------------------- Mov Fuel Consumption HC NOX CO CO2 COST No. Rate Total Total Total Total Total Total mL/km L/h g/h g/h g/h kg/h c/h ------------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 82.1 19 60 63 1307 48 4504 2 R 81.5 1 2 3 47 2 172 ---------------------------------------------------------- ALL MOVS: 82.1 20 62 66 1354 50 4676 ------------------------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 3 L 89.1 1 2 2 44 1 114 4 R 91.5 0 2 1 39 1 118 ---------------------------------------------------------- ALL MOVS: 90.2 1 3 4 83 2 232 ------------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 83.6 0 1 1 11 0 40 6 T 83.0 16 47 60 902 40 3413 ---------------------------------------------------------- ALL MOVS: 83.0 16 48 61 913 40 3452 ---------------------------------------------------------- INTERSECTION: 82.7 37 113 131 2349 93 8360 -------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:21 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R207PPMD * Situacion con proyecto (operacion) 2007 (punta mediodia) Intersection No.: 2 Unsignalised Intersection



Mov Mov Total Total Deg. Prog. Aver. LOS No. Typ Flow Cap. of Factor Delay (veh (veh Satn /h) /h) (v/c) (sec) --------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 236 1125 .210* 1.00 .0 A 2 R 10 48 .208 1.00 .0 A ------------------------------------------ ALL MOVS: 246 1173 .210 .0 A --------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 3 L 6 349 .017 1.00 2.1 A 4 R 5 291 .017 1.00 2.1 A ------------------------------------------ ALL MOVS: 11 640 .017 2.1 A --------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 2 12 .167 1.00 2.3 A 6 T 191 1118 .171 1.00 2.3 A ------------------------------------------ ALL MOVS: 193 1130 .171 2.3 A ------------------------------------------ INTERSECTION: 450 2942 .210 1.1 A ---------------------------------------------------------

Level of Service calculations are based on overall delay. * Maximum v/c ratio, or critical green periods 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:21 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R207PPMD * Situacion con proyecto (operacion) 2007 (punta mediodia) Intersection No.: 2 Unsignalised Intersection





Interseccion Ruta G-260 / Acceso a J. Olivares * R207PPT * Situacion con proyecto (operacion) 2007 (punta tarde) Intersection No.: 2 Unsignalised Intersection

Table S.0 - TRAFFIC FLOW DATA (Flows in veh/hour as used by the program) ------------------------------------------------------------------------ Mov Left Through Right Flow Peak No. --------- --------- --------- Scale Hour LV HV LV HV LV HV Factor ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 0 0 123 74 0 0 1.00 1.00 2 0 0 0 0 17 2 1.00 1.00 ------------------------------------------------------------------------ NORTH WEST: Acceso a J. Olivares 3 16 3 0 0 0 0 1.00 1.00 4 0 0 0 0 1 1 1.00 1.00 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 2 3 0 0 0 0 1.00 1.00 6 0 0 156 79 0 0 1.00 1.00 ------------------------------------------------------------------------ Based on unit time = 60 minutes. Flow Scale and Peak Hour Factor effects included in flow values.1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:23 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R207PPT * Situacion con proyecto (operacion) 2007 (punta tarde) Intersection No.: 2 Unsignalised Intersection



WEST: Ruta G-260 (poniente) 5 L 5 235 29 .80 364 100 .172 6 T 235 0 1343 .80 357 100 .175* ---------------------------------------------------------- + Percentage of exiting flow included in total opposing flow 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:23 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R207PPT * Situacion con proyecto (operacion) 2007 (punta tarde) Intersection No.: 2 Unsignalised Intersection


Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 T .00 .0 0 .00 .0 0 3.94 50.0 82.1 2 R .00 .0 0 .00 .0 0 .32 60.0 81.5 ------------------------------------------------------------------------ NORTH WEST: Acceso a J. Olivares 3 L .02 3.3 10 .53 .5 3 .83 56.9 90.8 4 R .00 3.3 1 .53 .5 3 .10 38.6 92.5 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 L .00 2.3 0 .00 .9 7 .12 48.5 83.4 6 T .15 2.3 1 .00 .9 7 4.92 57.8 82.8 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:23 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R207PPT * Situacion con proyecto (operacion) 2007 (punta tarde) Intersection No.: 2 Unsignalised Intersection



----------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 216 .00 .0 0 .00 4.26 50.7 82.0 17721.5 ----------------------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 21 .02 3.3 11 .53 .93 54.4 90.9 1909.8 ----------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 240 .15 2.3 1 .00 5.04 57.6 82.8 19873.0 ----------------------------------------------------------------------- ALL GROUPS: 477 .17 1.3 12 .02 10.23 54.1 82.8 39504.4 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:23 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R207PPT * Situacion con proyecto (operacion) 2007 (punta tarde) Intersection No.: 2 Unsignalised Intersection

Table S.7 - LANE PERFORMANCE ---------------------------------------------------------------- Arv Back of Flow Cap Deg. Aver. Stop Q u e u e Short Lane Mov (veh (veh Satn Delay Rate ----------- Lane No. No. /h) /h) x (sec) (vehs) (m) (m) ---------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 TR 1, 216 1368 .158 .0 .00 .0 0 2 ---------------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 1 LR 3, 21 526 .040 3.3 .53 .5 3 4 ---------------------------------------------------------------- WEST: Ruta G-260 (poniente) 1 LT 5, 240 1371 .175 2.3 .00 .9 7 6 ---------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:23 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R207PPT * Situacion con proyecto (operacion) 2007 (punta tarde) Intersection No.: 2 Unsignalised Intersection



EAST: Ruta G-260 (oriente) Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * ****** **** 1, 0 197 19 216 1850 1368 0 0 1368 .158 100 * * 2 *** * ------------------------------------------------------------------------------ NORTH WEST: Acceso a J. Olivares Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * ****** 3, 19 0 2 21 1850 526 0 2 526 .040 100 * 4 *** * ------------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * * ****** **** 5, 5 235 0 240 1850 1371 0 60 1371 .175 100 * 6 ------------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:23 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R207PPT * Situacion con proyecto (operacion) 2007 (punta tarde) Intersection No.: 2 Unsignalised Intersection



3 L 19 475 100 .040 3.3 .53 .5 .83 4 R 2 50 100 .040 3.3 .53 .5 .10 ------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 L 5 29 100 .172 2.3 .00 .9 .12 6 T 235 1343 100 .175* 2.3 .00 .9 4.92 ------------------------------------------------------------------

* Maximum degree of saturation Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:23 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R207PPT * Situacion con proyecto (operacion) 2007 (punta tarde) Intersection No.: 2 Unsignalised Intersection

Table S.12 - FUEL CONSUMPTION, EMISSIONS AND COST ------------------------------------------------------------------------- Mov Fuel Consumption HC NOX CO CO2 COST No. Rate Total Total Total Total Total Total mL/km L/h g/h g/h g/h kg/h c/h ------------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 82.1 16 50 53 1091 40 3760 2 R 81.5 2 5 6 89 4 326 ---------------------------------------------------------- ALL MOVS: 82.0 18 54 59 1180 44 4086 ------------------------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 3 L 90.8 2 5 7 150 4 367 4 R 92.5 0 1 1 16 0 48 ---------------------------------------------------------- ALL MOVS: 90.9 2 6 8 166 5 415 ------------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 83.4 0 1 1 28 1 98 6 T 82.8 19 58 74 1109 49 4173 ---------------------------------------------------------- ALL MOVS: 82.8 20 59 75 1137 50 4272 ---------------------------------------------------------- INTERSECTION: 82.8 40 120 142 2483 99 8773 -------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:23 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R207PPT * Situacion con proyecto (operacion) 2007 (punta tarde) Intersection No.: 2 Unsignalised Intersection



Mov Mov Total Total Deg. Prog. Aver. LOS No. Typ Flow Cap. of Factor Delay (veh (veh Satn /h) /h) (v/c) (sec) --------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 197 1248 .158 1.00 .0 A 2 R 19 120 .158 1.00 .0 A ------------------------------------------ ALL MOVS: 216 1368 .158 .0 A --------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 3 L 19 475 .040 1.00 3.3 A 4 R 2 50 .040 1.00 3.3 A ------------------------------------------ ALL MOVS: 21 525 .040 3.3 A --------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 5 29 .172 1.00 2.3 A 6 T 235 1343 .175* 1.00 2.3 A ------------------------------------------ ALL MOVS: 240 1372 .175 2.3 A ------------------------------------------ INTERSECTION: 477 3265 .175 1.3 A ---------------------------------------------------------

Level of Service calculations are based on overall delay. * Maximum v/c ratio, or critical green periods 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:23 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R207PPT * Situacion con proyecto (operacion) 2007 (punta tarde) Intersection No.: 2 Unsignalised Intersection





Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R307PPM * Situacion con proyecto (operacion) 2007 (punta manana) Intersection No.: 3 Unsignalised Intersection

Table S.0 - TRAFFIC FLOW DATA (Flows in veh/hour as used by the program) ------------------------------------------------------------------------ Mov Left Through Right Flow Peak No. --------- --------- --------- Scale Hour LV HV LV HV LV HV Factor ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 3 0 0 106 174 0 0 1.00 1.00 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 4 0 0 140 140 0 0 1.00 1.00 ------------------------------------------------------------------------ SOUTH WEST: Lazo surponiente 1 10 6 0 0 0 0 1.00 1.00 2 0 0 0 0 105 55 1.00 1.00 ------------------------------------------------------------------------ Based on unit time = 60 minutes. Flow Scale and Peak Hour Factor effects included in flow values.1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:26 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R307PPM * Situacion con proyecto (operacion) 2007 (punta manana) Intersection No.: 3 Unsignalised Intersection



1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:26 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R307PPM * Situacion con proyecto (operacion) 2007 (punta manana) Intersection No.: 3 Unsignalised Intersection


Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 3 T .00 .0 0 .00 .0 0 5.60 50.0 82.1 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 4 T .00 .0 0 .00 .0 0 5.60 50.0 82.1 ------------------------------------------------------------------------ SOUTH WEST: Lazo surponiente 1 L .01 1.8 6 .36 .4 3 .48 39.2 71.3 2 R .08 1.8 58 .36 .4 3 3.43 58.3 66.1 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:26 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R307PPM * Situacion con proyecto (operacion) 2007 (punta manana) Intersection No.: 3 Unsignalised Intersection



SOUTH WEST: Lazo surponiente 176 .09 1.8 64 .36 3.91 55.8 66.6 11713.6 ----------------------------------------------------------------------- ALL GROUPS: 736 .09 .4 64 .09 15.11 51.3 78.4 57687.7 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:26 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R307PPM * Situacion con proyecto (operacion) 2007 (punta manana) Intersection No.: 3 Unsignalised Intersection

Table S.7 - LANE PERFORMANCE ---------------------------------------------------------------- Arv Back of Flow Cap Deg. Aver. Stop Q u e u e Short Lane Mov (veh (veh Satn Delay Rate ----------- Lane No. No. /h) /h) x (sec) (vehs) (m) (m) ---------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 3 280 1141 .245 .0 .00 .0 0 ---------------------------------------------------------------- WEST: Ruta G-260 (poniente) 1 T 4 280 1233 .227 .0 .00 .0 0 ---------------------------------------------------------------- SOUTH WEST: Lazo surponiente 1 LR 1, 176 818 .215 1.8 .36 .4 3 2 ---------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:26 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R307PPM * Situacion con proyecto (operacion) 2007 (punta manana) Intersection No.: 3 Unsignalised Intersection


* *********** 3 0 280 0 280 1850 1141 0 0 1141 .245 100 *



* *********** 4 0 280 0 280 1850 1233 0 0 1233 .227 100 * ------------------------------------------------------------------------------ SOUTH WEST: Lazo surponiente Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * ****** 1, 16 0 160 176 1850 818 0 60 818 .215 100 * 2 *** * ------------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:26 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R307PPM * Situacion con proyecto (operacion) 2007 (punta manana) Intersection No.: 3 Unsignalised Intersection




ARRB SIDRA 4.07 - Time and Date of Analysis 1:26 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R307PPM * Situacion con proyecto (operacion) 2007 (punta manana) Intersection No.: 3 Unsignalised Intersection

Table S.12 - FUEL CONSUMPTION, EMISSIONS AND COST ------------------------------------------------------------------------- Mov Fuel Consumption HC NOX CO CO2 COST No. Rate Total Total Total Total Total Total mL/km L/h g/h g/h g/h kg/h c/h ------------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 3 T 82.1 23 71 75 1551 57 5344 ---------------------------------------------------------- ALL MOVS: 82.1 23 71 75 1551 57 5344 ------------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 4 T 82.1 23 71 75 1551 57 5344 ---------------------------------------------------------- ALL MOVS: 82.1 23 71 75 1551 57 5344 ------------------------------------------------------------------------- SOUTH WEST: Lazo surponiente 1 L 71.3 1 5 1 70 3 345 2 R 66.1 11 43 20 534 26 2656 ---------------------------------------------------------- ALL MOVS: 66.6 12 48 22 604 29 3001 ---------------------------------------------------------- INTERSECTION: 78.4 58 190 172 3705 144 13689 -------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:26 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R307PPM * Situacion con proyecto (operacion) 2007 (punta manana) Intersection No.: 3 Unsignalised Intersection




Level of Service calculations are based on overall delay. * Maximum v/c ratio, or critical green periods 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:26 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R307PPM * Situacion con proyecto (operacion) 2007 (punta manana) Intersection No.: 3 Unsignalised Intersection





Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R307PPMD * Situacion con proyecto (operacion) 2007 (punta mediodia) Intersection No.: 3 Unsignalised Intersection

Table S.0 - TRAFFIC FLOW DATA (Flows in veh/hour as used by the program) ------------------------------------------------------------------------ Mov Left Through Right Flow Peak No. --------- --------- --------- Scale Hour LV HV LV HV LV HV Factor ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 3 0 0 135 175 0 0 1.00 1.00 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 4 0 0 121 173 0 0 1.00 1.00 ------------------------------------------------------------------------ SOUTH WEST: Lazo surponiente 1 13 1 0 0 0 0 1.00 1.00 2 0 0 0 0 169 58 1.00 1.00 ------------------------------------------------------------------------ Based on unit time = 60 minutes. Flow Scale and Peak Hour Factor effects included in flow values.1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:29 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R307PPMD * Situacion con proyecto (operacion) 2007 (punta mediodia) Intersection No.: 3 Unsignalised Intersection

Table S.2 - MOVEMENT CAPACITY PARAMETERS ---------------------------------------------------------- Mov Arv Total Total Prac. Prac. Lane Deg. No. Flow Opng Cap. Deg. Spare Util Satn (veh Flow (veh Satn Cap. /h) (pcu/h) /h) xp (%) (%) x ---------------------------------------------------------- EAST: Ruta G-260 (oriente) 3 T 310 0 1182 .80 205 100 .262 ---------------------------------------------------------- WEST: Ruta G-260 (poniente) 4 T 294 0 1165 .80 217 100 .252 ---------------------------------------------------------- SOUTH WEST: Lazo surponiente 1 L 14 604 48 .80 174 100 .292* 2 R 227 294 780 .80 175 100 .291 ----------------------------------------------------------


1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:29 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R307PPMD * Situacion con proyecto (operacion) 2007 (punta mediodia) Intersection No.: 3 Unsignalised Intersection


Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 3 T .00 .0 0 .00 .0 0 6.20 50.0 82.1 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 4 T .00 .0 0 .00 .0 0 5.88 50.0 82.1 ------------------------------------------------------------------------ SOUTH WEST: Lazo surponiente 1 L .01 2.0 5 .37 .5 3 .41 39.1 71.3 2 R .13 2.0 83 .37 .5 3 4.80 58.1 66.2 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:29 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R307PPMD * Situacion con proyecto (operacion) 2007 (punta mediodia) Intersection No.: 3 Unsignalised Intersection



SOUTH WEST: Lazo surponiente 241 .13 2.0 89 .37 5.22 56.5 66.5 16030.9 ----------------------------------------------------------------------- ALL GROUPS: 845 .13 .6 89 .10 17.30 51.7 77.7 65617.2 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:29 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R307PPMD * Situacion con proyecto (operacion) 2007 (punta mediodia) Intersection No.: 3 Unsignalised Intersection

Table S.7 - LANE PERFORMANCE ---------------------------------------------------------------- Arv Back of Flow Cap Deg. Aver. Stop Q u e u e Short Lane Mov (veh (veh Satn Delay Rate ----------- Lane No. No. /h) /h) x (sec) (vehs) (m) (m) ---------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 3 310 1182 .262 .0 .00 .0 0 ---------------------------------------------------------------- WEST: Ruta G-260 (poniente) 1 T 4 294 1165 .252 .0 .00 .0 0 ---------------------------------------------------------------- SOUTH WEST: Lazo surponiente 1 LR 1, 241 828 .291 2.0 .37 .5 3 2 ---------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:29 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R307PPMD * Situacion con proyecto (operacion) 2007 (punta mediodia) Intersection No.: 3 Unsignalised Intersection


* *********** 3 0 310 0 310 1850 1182 0 0 1182 .262 100 *



* *********** 4 0 294 0 294 1850 1165 0 0 1165 .252 100 * ------------------------------------------------------------------------------ SOUTH WEST: Lazo surponiente Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * ****** 1, 14 0 227 241 1850 828 0 60 828 .291 100 * 2 *** * ------------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:29 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R307PPMD * Situacion con proyecto (operacion) 2007 (punta mediodia) Intersection No.: 3 Unsignalised Intersection

Table S.10 - MOVEMENT CAPACITY AND PERFORMANCE SUMMARY ------------------------------------------------------------------ Aver. Stop Longest Perf. Mov Mov Arv Total Lane Deg. Delay Rate Queue Index No. Typ Flow Cap. Util Satn (veh (veh (sec) (veh) /h) /h) (%) x ------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 3 T 310 1182 100 .262 .0 .00 .0 6.20 ------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 4 T 294 1165 100 .252 .0 .00 .0 5.88 ------------------------------------------------------------------ SOUTH WEST: Lazo surponiente 1 L 14 48 100 .292* 2.0 .37 .5 .41 2 R 227 780 100 .291 2.0 .37 .5 4.80 ------------------------------------------------------------------



ARRB SIDRA 4.07 - Time and Date of Analysis 1:29 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R307PPMD * Situacion con proyecto (operacion) 2007 (punta mediodia) Intersection No.: 3 Unsignalised Intersection

Table S.12 - FUEL CONSUMPTION, EMISSIONS AND COST ------------------------------------------------------------------------- Mov Fuel Consumption HC NOX CO CO2 COST No. Rate Total Total Total Total Total Total mL/km L/h g/h g/h g/h kg/h c/h ------------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 3 T 82.1 25 78 83 1717 64 5916 ---------------------------------------------------------- ALL MOVS: 82.1 25 78 83 1717 64 5916 ------------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 4 T 82.1 24 74 79 1628 60 5611 ---------------------------------------------------------- ALL MOVS: 82.1 24 74 79 1628 60 5611 ------------------------------------------------------------------------- SOUTH WEST: Lazo surponiente 1 L 71.3 1 4 1 61 2 303 2 R 66.2 15 61 29 766 38 3778 ---------------------------------------------------------- ALL MOVS: 66.5 16 66 30 827 40 4080 ---------------------------------------------------------- INTERSECTION: 77.7 66 218 192 4172 164 15607 -------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:29 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R307PPMD * Situacion con proyecto (operacion) 2007 (punta mediodia) Intersection No.: 3 Unsignalised Intersection



SOUTH WEST: Lazo surponiente 1 L 14 48 .292* 1.00 2.0 A 2 R 227 780 .291 1.00 2.0 A ------------------------------------------ ALL MOVS: 241 828 .292 2.0 A ------------------------------------------ INTERSECTION: 845 3175 .292 .6 A ---------------------------------------------------------

Level of Service calculations are based on overall delay. * Maximum v/c ratio, or critical green periods 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:29 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R307PPMD * Situacion con proyecto (operacion) 2007 (punta mediodia) Intersection No.: 3 Unsignalised Intersection





Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R307PPT * Situacion con proyecto (operacion) 2007 (punta tarde) Intersection No.: 3 Unsignalised Intersection

Table S.0 - TRAFFIC FLOW DATA (Flows in veh/hour as used by the program) ------------------------------------------------------------------------ Mov Left Through Right Flow Peak No. --------- --------- --------- Scale Hour LV HV LV HV LV HV Factor ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 3 0 0 127 116 0 0 1.00 1.00 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 4 0 0 184 108 0 0 1.00 1.00 ------------------------------------------------------------------------ SOUTH WEST: Lazo surponiente 1 6 1 0 0 0 0 1.00 1.00 2 0 0 0 0 790 48 1.00 1.00 ------------------------------------------------------------------------ Based on unit time = 60 minutes. Flow Scale and Peak Hour Factor effects included in flow values.1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:32 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R307PPT * Situacion con proyecto (operacion) 2007 (punta tarde) Intersection No.: 3 Unsignalised Intersection

Table S.2 - MOVEMENT CAPACITY PARAMETERS ---------------------------------------------------------- Mov Arv Total Total Prac. Prac. Lane Deg. No. Flow Opng Cap. Deg. Spare Util Satn (veh Flow (veh Satn Cap. /h) (pcu/h) /h) xp (%) (%) x ---------------------------------------------------------- EAST: Ruta G-260 (oriente) 3 T 243 0 1252 .80 312 100 .194 ---------------------------------------------------------- WEST: Ruta G-260 (poniente) 4 T 292 0 1351 .80 270 100 .216 ---------------------------------------------------------- SOUTH WEST: Lazo surponiente 1 L 7 535 7 .80 -20 100 1.000* 2 R 838 292 873 .80 -17 100 .960 ----------------------------------------------------------


1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:32 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R307PPT * Situacion con proyecto (operacion) 2007 (punta tarde) Intersection No.: 3 Unsignalised Intersection


Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 3 T .00 .0 0 .00 .0 0 4.86 50.0 82.1 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 4 T .00 .0 0 .00 .0 0 5.84 50.0 82.1 ------------------------------------------------------------------------ SOUTH WEST: Lazo surponiente 1 L .05 24.5 6 .88 6.0 38 .31 31.4 89.2 2 R 5.71 24.5 736 .88 6.0 38 29.71 42.6 88.3 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:32 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R307PPT * Situacion con proyecto (operacion) 2007 (punta tarde) Intersection No.: 3 Unsignalised Intersection



SOUTH WEST: Lazo surponiente 845 5.76 24.5 742 .88 30.02 42.5 88.3 74626.4 ----------------------------------------------------------------------- ALL GROUPS: 1380 5.76 15.0 742 .54 40.72 45.1 85.9 118548.1 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:32 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R307PPT * Situacion con proyecto (operacion) 2007 (punta tarde) Intersection No.: 3 Unsignalised Intersection

Table S.7 - LANE PERFORMANCE ---------------------------------------------------------------- Arv Back of Flow Cap Deg. Aver. Stop Q u e u e Short Lane Mov (veh (veh Satn Delay Rate ----------- Lane No. No. /h) /h) x (sec) (vehs) (m) (m) ---------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 3 243 1252 .194 .0 .00 .0 0 ---------------------------------------------------------------- WEST: Ruta G-260 (poniente) 1 T 4 292 1351 .216 .0 .00 .0 0 ---------------------------------------------------------------- SOUTH WEST: Lazo surponiente 1 LR 1, 845 881 .960 24.5 .88 6.0 38 2 ---------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:32 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R307PPT * Situacion con proyecto (operacion) 2007 (punta tarde) Intersection No.: 3 Unsignalised Intersection


* *********** 3 0 243 0 243 1850 1252 0 0 1252 .194 100 *



* *********** 4 0 292 0 292 1850 1351 0 0 1351 .216 100 * ------------------------------------------------------------------------------ SOUTH WEST: Lazo surponiente Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * ****** 1, 7 0 838 845 1850 881 0 60 881 .960 100 * 2 *** * ------------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:32 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R307PPT * Situacion con proyecto (operacion) 2007 (punta tarde) Intersection No.: 3 Unsignalised Intersection

Table S.10 - MOVEMENT CAPACITY AND PERFORMANCE SUMMARY ------------------------------------------------------------------ Aver. Stop Longest Perf. Mov Mov Arv Total Lane Deg. Delay Rate Queue Index No. Typ Flow Cap. Util Satn (veh (veh (sec) (veh) /h) /h) (%) x ------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 3 T 243 1252 100 .194 .0 .00 .0 4.86 ------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 4 T 292 1351 100 .216 .0 .00 .0 5.84 ------------------------------------------------------------------ SOUTH WEST: Lazo surponiente 1 L 7 7 100 1.000* 24.5 .88 6.0 .31 2 R 838 873 100 .960 24.5 .88 6.0 29.71 ------------------------------------------------------------------



ARRB SIDRA 4.07 - Time and Date of Analysis 1:32 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R307PPT * Situacion con proyecto (operacion) 2007 (punta tarde) Intersection No.: 3 Unsignalised Intersection

Table S.12 - FUEL CONSUMPTION, EMISSIONS AND COST ------------------------------------------------------------------------- Mov Fuel Consumption HC NOX CO CO2 COST No. Rate Total Total Total Total Total Total mL/km L/h g/h g/h g/h kg/h c/h ------------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 3 T 82.1 20 61 65 1346 50 4638 ---------------------------------------------------------- ALL MOVS: 82.1 20 61 65 1346 50 4638 ------------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 4 T 82.1 24 74 78 1617 60 5573 ---------------------------------------------------------- ALL MOVS: 82.1 24 74 78 1617 60 5573 ------------------------------------------------------------------------- SOUTH WEST: Lazo surponiente 1 L 89.2 1 3 1 45 2 202 2 R 88.3 74 319 197 6283 185 20692 ---------------------------------------------------------- ALL MOVS: 88.3 75 322 198 6328 187 20894 ---------------------------------------------------------- INTERSECTION: 85.9 119 457 342 9291 296 31104 -------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:32 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R307PPT * Situacion con proyecto (operacion) 2007 (punta tarde) Intersection No.: 3 Unsignalised Intersection



SOUTH WEST: Lazo surponiente 1 L 7 7 1.000* 1.00 24.5 C 2 R 838 873 .960 1.00 24.5 C ------------------------------------------ ALL MOVS: 845 880 1.000 24.5 C ------------------------------------------ INTERSECTION: 1380 3483 1.000 15.0 B ---------------------------------------------------------

Level of Service calculations are based on overall delay. * Maximum v/c ratio, or critical green periods 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:32 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R307PPT * Situacion con proyecto (operacion) 2007 (punta tarde) Intersection No.: 3 Unsignalised Intersection





Rotonda frente calle Antofagasta * R407PPM * Situacion con proyecto (operacion) 2007 (punta manana) Intersection No.: 4 Roundabout


Table R.0 - ROUNDABOUT BASIC PARAMETERS ----------------------------------------------------------------------------- Circulating/Exiting Stream Cent Circ Insc No.of No.of Av.Ent ---------------------------------- Island Width Diam. Circ. Entry Lane Flow %HV Adjust. %Exit Cap. Diam Lanes Lanes Width (veh/ Flow Incl. Constr. (m) (m) (m) (m) h) (pcu/h) Effect ----------------------------------------------------------------------------- EAST: Avda. Rinconada oriente 18 7 32 2 2 3.50 300 .0 300 0 N ----------------------------------------------------------------------------- WEST: Avda. Rinconada Poniente 18 7 32 2 2 3.50 300 .0 300 0 N ----------------------------------------------------------------------------- SOUTH WEST: Calle Antofagasta 18 7 32 2 1 3.50 344 36.9 454 0 N -----------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:36 AM, 10 Oct 2005



Table R.1 - ROUNDABOUT GAP ACCEPTANCE PARAMETERS --------------------------------------------------------------------- Turn Lane Lane Circ/ Intra- Prop. Critical Follow No. Type Exit Bunch Bunched Gap Up Flow Headway Vehicles (s) Headway (pcu/h) (s) (s) --------------------------------------------------------------------- EAST: Avda. Rinconada oriente Left 1 Subdominant 300 1.0 .313 4.97 2.79 Thru 1 Subdominant 300 1.0 .313 4.97 2.79 Right 1 Subdominant 0 1.0 1.000 .00U .00U 2 Dominant 464 1.0 .347 4.49 2.60 --------------------------------------------------------------------- WEST: Avda. Rinconada Poniente Left 1 Subdominant 300 1.0 .313 4.92 2.77 Thru 1 Subdominant 300 1.0 .313 4.92 2.77 2 Dominant 300 1.0 .313 4.74 2.66 Right 2 Dominant 0 1.0 1.000 .00U .00U --------------------------------------------------------------------- SOUTH WEST: Calle Antofagasta Thru 1 Dominant 300 1.0 .313 5.44 3.06 Right 1 Dominant 454 1.0 .345 5.19 3.00 --------------------------------------------------------------------- U User specified critical gap or follow-up headway for an entry stream 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:36 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R407PPM * Situacion con proyecto (operacion) 2007 (punta manana) Intersection No.: 4 Roundabout

Table S.2 - MOVEMENT CAPACITY PARAMETERS ---------------------------------------------------------- Mov Arv Total Total Prac. Prac. Lane Deg. No. Flow Opng Cap. Deg. Spare Util Satn (veh Flow (veh Satn Cap. /h) (pcu/h) /h) xp (%) (%) x ---------------------------------------------------------- EAST: Avda. Rinconada oriente 3 L 40 300 45 .85 -4 89 .889 41 T 707E 300 797 .85 -4 89 .887 42 R 974 464 974 .85 -15 100 1.000* ---------------------------------------------------------- WEST: Avda. Rinconada Poniente 7 L 108 300 427 .85 236 100 .253 5 T 236 300 933 .85 236 100 .253 6 R 81 0 320 .85 236 100 .253 ---------------------------------------------------------- SOUTH WEST: Calle Antofagasta


2 R 48 454 119 .85 111 100 .403 1 T 280 300 693 .85 110 100 .404 ---------------------------------------------------------- E "Excess" flow from the short lane of an adjacent movement added to normal flow 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:36 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R407PPM * Situacion con proyecto (operacion) 2007 (punta manana) Intersection No.: 4 Roundabout


Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Avda. Rinconada oriente 3 L 4.83 434.9 35 .88 101.7 671 10.68 1.6 275.6 41 T 85.36 434.9 619 .88 101.7 671 188.61 1.6 275.6 42 R 13.99 51.7 974 1.00 8.1 50 32.38 10.3 216.2 ------------------------------------------------------------------------ WEST: Avda. Rinconada Poniente 7 L .04 1.3 31 .28 .3 2 .91 37.2 104.8 5 T .92 14.1 93 .39 5.4 45 6.28 22.4 113.0 6 R .46 20.5 36 .45 5.4 45 2.90 18.7 117.1 ------------------------------------------------------------------------ SOUTH WEST: Calle Antofagasta 2 R .03 2.2 16 .34 .5 3 .43 35.6 106.4 1 T .17 2.2 94 .33 .5 3 2.51 35.6 106.3 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:36 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R407PPM * Situacion con proyecto (operacion) 2007 (punta manana) Intersection No.: 4 Roundabout



Flow Delay Delay Stops Rate Index Speed Rate Total (veh/h) (veh-h/h)(sec) (veh/h) (km/h) (mL/km) (mL/h) ----------------------------------------------------------------------- EAST: Avda. Rinconada oriente 1721 104.18 217.9 1629 .95 231.67 3.1 242.0 83280.1 ----------------------------------------------------------------------- WEST: Avda. Rinconada Poniente 425 1.43 12.1 160 .38 10.08 23.9 111.7 9493.6 ----------------------------------------------------------------------- SOUTH WEST: Calle Antofagasta 328 .20 2.2 110 .34 2.95 35.6 106.3 6974.7 ----------------------------------------------------------------------- ALL GROUPS: 2474 105.81 154.0 1898 .77 244.70 4.2 201.6 99748.4 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:36 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R407PPM * Situacion con proyecto (operacion) 2007 (punta manana) Intersection No.: 4 Roundabout



ARRB SIDRA 4.07 - Time and Date of Analysis 1:36 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R407PPM * Situacion con proyecto (operacion) 2007 (punta manana) Intersection No.: 4 Roundabout



1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:36 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R407PPM * Situacion con proyecto (operacion) 2007 (punta manana) Intersection No.: 4 Roundabout


* Maximum degree of saturation Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:36 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R407PPM * Situacion con proyecto (operacion) 2007 (punta manana) Intersection No.: 4 Roundabout



ALL MOVS: 242.0 83 362 285 8813 208 28080 ------------------------------------------------------------------------- WEST: Avda. Rinconada Poniente 7 L 104.8 2 8 8 223 6 606 5 T 113.0 5 19 19 562 13 1453 6 R 117.1 2 7 7 206 5 521 ---------------------------------------------------------- ALL MOVS: 111.7 9 34 33 990 24 2579 ------------------------------------------------------------------------- SOUTH WEST: Calle Antofagasta 2 R 106.4 1 4 4 105 3 271 1 T 106.3 6 21 21 612 15 1583 ---------------------------------------------------------- ALL MOVS: 106.3 7 25 24 717 17 1855 ---------------------------------------------------------- INTERSECTION: 201.6 100 422 343 10521 249 32514 -------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:36 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R407PPM * Situacion con proyecto (operacion) 2007 (punta manana) Intersection No.: 4 Roundabout

Table S.15 - CAPACITY AND LEVEL OF SERVICE (HCM METHOD) --------------------------------------------------------- Mov Mov Total Total Deg. Prog. Aver. LOS No. Typ Flow Cap. of Factor Delay (veh (veh Satn /h) /h) (v/c) (sec) --------------------------------------------------------- EAST: Avda. Rinconada oriente 3 L 40 45 .889 1.00 434.9 F 41 T 707E 797 .887 1.00 434.9 F 42 R 974E 974 1.000* 1.00 51.7 D ------------------------------------------ ALL MOVS: 1721 1816 1.000 217.9 F --------------------------------------------------------- WEST: Avda. Rinconada Poniente 7 L 108 427 .253 1.00 1.3 A 5 T 236 933 .253 1.00 14.1 B 6 R 81 320 .253 1.00 20.5 C ------------------------------------------ ALL MOVS: 425 1680 .253 12.1 B --------------------------------------------------------- SOUTH WEST: Calle Antofagasta 2 R 48 119 .403 1.00 2.2 A 1 T 280 693 .404 1.00 2.2 A ------------------------------------------ ALL MOVS: 328 812 .404 2.2 A ------------------------------------------ INTERSECTION: 2474 4309 1.000 154.0 F ---------------------------------------------------------



* Maximum v/c ratio, or critical green periods 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:36 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R407PPM * Situacion con proyecto (operacion) 2007 (punta manana) Intersection No.: 4 Roundabout





Rotonda frente calle Antofagasta * R407PPMD * Situacion con proyecto (operacion) 2007 (punta mediodia) Intersection No.: 4 Roundabout





Table R.1 - ROUNDABOUT GAP ACCEPTANCE PARAMETERS --------------------------------------------------------------------- Turn Lane Lane Circ/ Intra- Prop. Critical Follow No. Type Exit Bunch Bunched Gap Up Flow Headway Vehicles (s) Headway (pcu/h) (s) (s) --------------------------------------------------------------------- EAST: Avda. Rinconada oriente Left 1 Dominant 300 1.0 .313 4.74 2.66 Thru 1 Dominant 300 1.0 .313 4.74 2.66 2 Subdominant 300 1.0 .313 4.88 2.74 Right 2 Subdominant 432 1.0 .340 4.71 2.71 --------------------------------------------------------------------- WEST: Avda. Rinconada Poniente Left 1 Subdominant 300 1.0 .313 5.10 2.87 Thru 1 Subdominant 300 1.0 .313 5.10 2.87 2 Dominant 300 1.0 .313 4.74 2.66 Right 2 Dominant 0 1.0 1.000 .00U .00U --------------------------------------------------------------------- SOUTH WEST: Calle Antofagasta Thru 1 Dominant 300 1.0 .313 5.44 3.06 Right 1 Dominant 641 1.0 .384 4.89 2.92 --------------------------------------------------------------------- U User specified critical gap or follow-up headway for an entry stream 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:41 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R407PPMD * Situacion con proyecto (operacion) 2007 (punta mediodia) Intersection No.: 4 Roundabout

Table S.2 - MOVEMENT CAPACITY PARAMETERS ---------------------------------------------------------- Mov Arv Total Total Prac. Prac. Lane Deg. No. Flow Opng Cap. Deg. Spare Util Satn (veh Flow (veh Satn Cap. /h) (pcu/h) /h) xp (%) (%) x ---------------------------------------------------------- EAST: Avda. Rinconada oriente 3 L 43 300 167 .85 230 100 .257 41 T 185 300 718 .85 230 100 .258 42 R 178 432 691 .85 230 100 .258 ---------------------------------------------------------- WEST: Avda. Rinconada Poniente 7 L 151 300 442 .85 149 100 .342* 5 T 303 300 887 .85 149 100 .342* 6 R 63 0 184 .85 148 100 .342* ---------------------------------------------------------- SOUTH WEST: Calle Antofagasta


2 R 55 641 196 .85 203 100 .281 1 T 104 300 371 .85 203 100 .280 ----------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:41 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R407PPMD * Situacion con proyecto (operacion) 2007 (punta mediodia) Intersection No.: 4 Roundabout


Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Avda. Rinconada oriente 3 L .02 1.3 12 .28 .3 2 .35 37.4 103.1 41 T .07 1.3 52 .28 .4 3 1.53 37.3 103.2 42 R .09 1.9 66 .37 .4 3 1.71 36.2 107.6 ------------------------------------------------------------------------ WEST: Avda. Rinconada Poniente 7 L .07 1.6 45 .30 .3 3 1.27 36.7 107.6 5 T .76 9.0 108 .36 2.7 22 5.08 26.7 111.3 6 R .19 10.7 23 .37 2.7 22 1.18 25.1 112.2 ------------------------------------------------------------------------ SOUTH WEST: Calle Antofagasta 2 R .04 2.3 22 .39 .4 3 .56 35.4 111.2 1 T .07 2.3 41 .39 .4 3 1.05 35.4 111.2 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:41 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R407PPMD * Situacion con proyecto (operacion) 2007 (punta mediodia) Intersection No.: 4 Roundabout



----------------------------------------------------------------------- EAST: Avda. Rinconada oriente 406 .17 1.5 129 .32 3.60 36.8 105.1 8536.6 ----------------------------------------------------------------------- WEST: Avda. Rinconada Poniente 517 1.01 7.0 176 .34 7.53 28.7 110.4 11410.7 ----------------------------------------------------------------------- SOUTH WEST: Calle Antofagasta 159 .10 2.3 62 .39 1.61 35.4 111.2 3536.5 ----------------------------------------------------------------------- ALL GROUPS: 1082 1.29 4.3 367 .34 12.75 32.3 108.5 23483.7 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:41 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R407PPMD * Situacion con proyecto (operacion) 2007 (punta mediodia) Intersection No.: 4 Roundabout

Table S.7 - LANE PERFORMANCE ---------------------------------------------------------------- Arv Back of Flow Cap Deg. Aver. Stop Q u e u e Short Lane Mov (veh (veh Satn Delay Rate ----------- Lane No. No. /h) /h) x (sec) (vehs) (m) (m) ---------------------------------------------------------------- EAST: Avda. Rinconada oriente 1 LT 3, 222 863 .258 1.3 .28 .3 2 41 2 TR 41, 184 714 .258 1.9 .37 .4 3 50 42 ---------------------------------------------------------------- WEST: Avda. Rinconada Poniente 1 LT 7, 210 614 .342 1.6 .30 .3 3 5 2 TR 5, 307 899 .342 10.7 .37 2.7 22 6 ---------------------------------------------------------------- SOUTH WEST: Calle Antofagasta 1 TR 1, 159 567 .280 2.3 .39 .4 3 2 ---------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:41 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R407PPMD * Situacion con proyecto (operacion) 2007 (punta mediodia) Intersection No.: 4 Roundabout


Table S.8 - LANE FLOW AND CAPACITY INFORMATION ------------------------------------------------------------------------------ EAST: Avda. Rinconada oriente Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * * ****** **** 3, 43 179 0 222 1850 863 0 60 863 .258 100 * 41 * ****** **** 41, 0 6 178 184 1850 714 0 60 714 .258 100 * * 42 *** * ------------------------------------------------------------------------------ WEST: Avda. Rinconada Poniente Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * * ****** **** 7, 151 59 0 210 1850 614 0 60 614 .342 100 * 5 * ****** **** 5, 0 244 63 307 1850 899 0 0 899 .342 100 * * 6 *** * ------------------------------------------------------------------------------ SOUTH WEST: Calle Antofagasta Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * ****** **** 1, 0 104 55 159 1850 567 0 55 567 .280 100 * * 2 *** * ------------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:41 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R407PPMD * Situacion con proyecto (operacion) 2007 (punta mediodia) Intersection No.: 4 Roundabout



------------------------------------------------------------------ Aver. Stop Longest Perf. Mov Mov Arv Total Lane Deg. Delay Rate Queue Index No. Typ Flow Cap. Util Satn (veh (veh (sec) (veh) /h) /h) (%) x ------------------------------------------------------------------ EAST: Avda. Rinconada oriente 3 L 43 167 100 .257 1.3 .28 .3 .35 41 T 185 718 100 .258 1.3 .28 .4 1.53 42 R 178 691 100 .258 1.9 .37 .4 1.71 ------------------------------------------------------------------ WEST: Avda. Rinconada Poniente 7 L 151 442 100 .342* 1.6 .30 .3 1.27 5 T 303 887 100 .342* 9.0 .36 2.7 5.08 6 R 63 184 100 .342* 10.7 .37 2.7 1.18 ------------------------------------------------------------------ SOUTH WEST: Calle Antofagasta 2 R 55 196 100 .281 2.3 .39 .4 .56 1 T 104 371 100 .280 2.3 .39 .4 1.05 ------------------------------------------------------------------

* Maximum degree of saturation Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:41 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R407PPMD * Situacion con proyecto (operacion) 2007 (punta mediodia) Intersection No.: 4 Roundabout



1 T 111.2 2 8 8 243 6 625 ---------------------------------------------------------- ALL MOVS: 111.2 4 13 12 372 9 955 ---------------------------------------------------------- INTERSECTION: 108.5 23 84 81 2396 59 6329 -------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:41 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R407PPMD * Situacion con proyecto (operacion) 2007 (punta mediodia) Intersection No.: 4 Roundabout

Table S.15 - CAPACITY AND LEVEL OF SERVICE (HCM METHOD) --------------------------------------------------------- Mov Mov Total Total Deg. Prog. Aver. LOS No. Typ Flow Cap. of Factor Delay (veh (veh Satn /h) /h) (v/c) (sec) --------------------------------------------------------- EAST: Avda. Rinconada oriente 3 L 43 167 .257 1.00 1.3 A 41 T 185 718 .258 1.00 1.3 A 42 R 178 691 .258 1.00 1.9 A ------------------------------------------ ALL MOVS: 406 1576 .258 1.5 A --------------------------------------------------------- WEST: Avda. Rinconada Poniente 7 L 151 442 .342* 1.00 1.6 A 5 T 303 887 .342* 1.00 9.0 B 6 R 63 184 .342* 1.00 10.7 B ------------------------------------------ ALL MOVS: 517 1513 .342 7.0 B --------------------------------------------------------- SOUTH WEST: Calle Antofagasta 2 R 55 196 .281 1.00 2.3 A 1 T 104 371 .280 1.00 2.3 A ------------------------------------------ ALL MOVS: 159 567 .281 2.3 A ------------------------------------------ INTERSECTION: 1082 3656 .342 4.3 A ---------------------------------------------------------

Level of Service calculations are based on overall delay. * Maximum v/c ratio, or critical green periods 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:41 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R407PPMD * Situacion con proyecto (operacion) 2007 (punta mediodia) Intersection No.: 4 Roundabout




Rotonda frente calle Antofagasta * R407PPT * Situacion con proyecto (operacion) 2007 (punta tarde) Intersection No.: 4 Roundabout





Table R.1 - ROUNDABOUT GAP ACCEPTANCE PARAMETERS --------------------------------------------------------------------- Turn Lane Lane Circ/ Intra- Prop. Critical Follow No. Type Exit Bunch Bunched Gap Up Flow Headway Vehicles (s) Headway (pcu/h) (s) (s) --------------------------------------------------------------------- EAST: Avda. Rinconada oriente Left 1 Dominant 300 1.0 .313 4.74 2.66 Thru 1 Dominant 300 1.0 .313 4.74 2.66 2 Subdominant 300 1.0 .313 4.74 2.66D Right 2 Subdominant 343 1.0 .321 4.67 2.65D --------------------------------------------------------------------- WEST: Avda. Rinconada Poniente Left 1 Subdominant 300 1.0 .313 4.91 2.76 Thru 1 Subdominant 300 1.0 .313 4.91 2.76 2 Dominant 300 1.0 .313 4.74 2.66 Right 2 Dominant 0 1.0 1.000 .00U .00U --------------------------------------------------------------------- SOUTH WEST: Calle Antofagasta Thru 1 Dominant 300 1.0 .313 5.44 3.06 Right 1 Dominant 1017 1.0 .462 4.31 2.78 --------------------------------------------------------------------- U User specified critical gap or follow-up headway for an entry stream D Subdominant lane follow-up headway was calculated as less than the dominant lane value and was set to the dominant lane value 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:43 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R407PPT * Situacion con proyecto (operacion) 2007 (punta tarde) Intersection No.: 4 Roundabout

Table S.2 - MOVEMENT CAPACITY PARAMETERS ---------------------------------------------------------- Mov Arv Total Total Prac. Prac. Lane Deg. No. Flow Opng Cap. Deg. Spare Util Satn (veh Flow (veh Satn Cap. /h) (pcu/h) /h) xp (%) (%) x ---------------------------------------------------------- EAST: Avda. Rinconada oriente 3 L 97 300 368 .85 222 100 .264 41 T 159 300 602 .85 222 100 .264 42 R 230 343 871 .85 222 100 .264 ---------------------------------------------------------- WEST: Avda. Rinconada Poniente 7 L 92 300 168 .85 55 100 .548* 5 T 836 300 1529 .85 55 100 .547 6 R 169 0 309 .85 55 100 .547


---------------------------------------------------------- SOUTH WEST: Calle Antofagasta 2 R 66 1017 194 .85 150 100 .340 1 T 130 300 383 .85 150 100 .339 ----------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:43 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R407PPT * Situacion con proyecto (operacion) 2007 (punta tarde) Intersection No.: 4 Roundabout


Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Avda. Rinconada oriente 3 L .03 1.3 27 .28 .3 2 .80 37.4 102.5 41 T .06 1.3 44 .28 .4 3 1.31 37.3 102.6 42 R .09 1.4 70 .30 .4 3 1.98 37.1 103.4 ------------------------------------------------------------------------ WEST: Avda. Rinconada Poniente 7 L .06 2.2 30 .33 .5 4 .79 35.6 106.1 5 T 3.14 13.5 328 .39 7.3 50 14.89 22.8 119.8 6 R 1.11 23.6 73 .43 7.3 50 4.39 17.3 131.7 ------------------------------------------------------------------------ SOUTH WEST: Calle Antofagasta 2 R .06 3.3 32 .48 .5 4 .74 33.9 114.1 1 T .12 3.3 61 .47 .5 4 1.45 33.9 113.8 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:43 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R407PPT * Situacion con proyecto (operacion) 2007 (punta tarde) Intersection No.: 4 Roundabout



Flow Delay Delay Stops Rate Index Speed Rate Total (veh/h) (veh-h/h)(sec) (veh/h) (km/h) (mL/km) (mL/h) ----------------------------------------------------------------------- EAST: Avda. Rinconada oriente 486 .18 1.3 141 .29 4.09 37.2 103.0 10010.0 ----------------------------------------------------------------------- WEST: Avda. Rinconada Poniente 1097 4.31 14.1 432 .39 20.07 22.4 120.5 26437.2 ----------------------------------------------------------------------- SOUTH WEST: Calle Antofagasta 196 .18 3.3 92 .47 2.19 33.9 113.9 4463.8 ----------------------------------------------------------------------- ALL GROUPS: 1779 4.67 9.4 665 .37 26.35 26.2 115.0 40911.1 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:43 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R407PPT * Situacion con proyecto (operacion) 2007 (punta tarde) Intersection No.: 4 Roundabout

Table S.7 - LANE PERFORMANCE ---------------------------------------------------------------- Arv Back of Flow Cap Deg. Aver. Stop Q u e u e Short Lane Mov (veh (veh Satn Delay Rate ----------- Lane No. No. /h) /h) x (sec) (vehs) (m) (m) ---------------------------------------------------------------- EAST: Avda. Rinconada oriente 1 LT 3, 245 928 .264 1.3 .28 .3 2 41 2 TR 41, 241 913 .264 1.4 .30 .4 3 50 42 ---------------------------------------------------------------- WEST: Avda. Rinconada Poniente 1 LT 7, 486 890 .547 2.2 .33 .5 4 5 2 TR 5, 611 1117 .547 23.6 .43 7.3 50 6 ---------------------------------------------------------------- SOUTH WEST: Calle Antofagasta 1 TR 1, 196 577 .339 3.3 .48 .5 4 2 ---------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:43 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R407PPT * Situacion con proyecto (operacion) 2007 (punta tarde)



Table S.8 - LANE FLOW AND CAPACITY INFORMATION ------------------------------------------------------------------------------ EAST: Avda. Rinconada oriente Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * * ****** **** 3, 97 148 0 245 1850 928 0 60 928 .264 100 * 41 * ****** **** 41, 0 11 230 241 1850 913 0 60 913 .264 100 * * 42 *** * ------------------------------------------------------------------------------ WEST: Avda. Rinconada Poniente Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * * ****** **** 7, 92 394 0 486 1850 890 0 60 890 .547 100 * 5 * ****** **** 5, 0 442 169 611 1850 1117 0 0 1117 .547 100 * * 6 *** * ------------------------------------------------------------------------------ SOUTH WEST: Calle Antofagasta Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * ****** **** 1, 0 130 66 196 1850 577 0 60 577 .339 100 * * 2 *** * ------------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:43 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R407PPT * Situacion con proyecto (operacion) 2007 (punta tarde) Intersection No.: 4 Roundabout



* Maximum degree of saturation Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:43 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R407PPT * Situacion con proyecto (operacion) 2007 (punta tarde) Intersection No.: 4 Roundabout



SOUTH WEST: Calle Antofagasta 2 R 114.1 2 5 6 168 4 403 1 T 113.8 3 11 11 328 7 794 ---------------------------------------------------------- ALL MOVS: 113.9 4 16 16 496 11 1197 ---------------------------------------------------------- INTERSECTION: 115.0 41 150 142 4216 102 11316 -------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:43 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R407PPT * Situacion con proyecto (operacion) 2007 (punta tarde) Intersection No.: 4 Roundabout

Table S.15 - CAPACITY AND LEVEL OF SERVICE (HCM METHOD) --------------------------------------------------------- Mov Mov Total Total Deg. Prog. Aver. LOS No. Typ Flow Cap. of Factor Delay (veh (veh Satn /h) /h) (v/c) (sec) --------------------------------------------------------- EAST: Avda. Rinconada oriente 3 L 97 368 .264 1.00 1.3 A 41 T 159 602 .264 1.00 1.3 A 42 R 230 871 .264 1.00 1.4 A ------------------------------------------ ALL MOVS: 486 1841 .264 1.3 A --------------------------------------------------------- WEST: Avda. Rinconada Poniente 7 L 92 168 .548* 1.00 2.2 A 5 T 836 1529 .547 1.00 13.5 B 6 R 169 309 .547 1.00 23.6 C ------------------------------------------ ALL MOVS: 1097 2006 .548 14.1 B --------------------------------------------------------- SOUTH WEST: Calle Antofagasta 2 R 66 194 .340 1.00 3.3 A 1 T 130 383 .339 1.00 3.3 A ------------------------------------------ ALL MOVS: 196 577 .340 3.3 A ------------------------------------------ INTERSECTION: 1779 4425 .548 9.4 B ---------------------------------------------------------

Level of Service calculations are based on overall delay. * Maximum v/c ratio, or critical green periods 1 ARRB SIDRA 4.07 - Time and Date of Analysis 1:43 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R407PPT * Situacion con proyecto (operacion) 2007 (punta tarde) Intersection No.: 4 Roundabout



Level of Service calculations are based on overall delay. * Maximum v/c ratio, or critical green periods 1 ARRB SIDRA 4.07 - Time and Date of Analysis 5:50 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R112BPM * Situacion base 2012 (punta manana) Intersection No.: 1 Unsignalised Intersection




----------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 248 .00 .0 0 .00 6.20 40.0 86.9 21562.0 ----------------------------------------------------------------------- NORTH: Acceso a U. de Chile 83 .06 2.8 39 .46 2.80 38.8 91.9 7630.4 ----------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 185 .09 1.7 3 .02 5.33 39.3 88.3 16336.2 ----------------------------------------------------------------------- ALL GROUPS: 516 .15 1.0 42 .08 14.33 39.5 88.2 45528.6 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:01 PM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R112BPMD * Situacion base 2012 (punta mediodia) Intersection No.: 1 Unsignalised Intersection







Table S.2 - MOVEMENT CAPACITY PARAMETERS ---------------------------------------------------------- Mov Arv Total Total Prac. Prac. Lane Deg. No. Flow Opng Cap. Deg. Spare Util Satn (veh Flow (veh Satn Cap. /h) (pcu/h) /h) xp (%) (%) x ---------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 195 0 1279 .80 425 100 .152 2 R 33 0 216 .80 424 100 .153* ---------------------------------------------------------- NORTH: Acceso a U. de Chile 3 L 44 436+ 475 .80 764 100 .093 4 R 6 212+ 65 .80 767 100 .092 ----------------------------------------------------------



Table S.10 - MOVEMENT CAPACITY AND PERFORMANCE SUMMARY ------------------------------------------------------------------ Aver. Stop Longest Perf. Mov Mov Arv Total Lane Deg. Delay Rate Queue Index No. Typ Flow Cap. Util Satn (veh (veh (sec) (veh) /h) /h) (%) x ------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 T 195 1279 100 .152 .0 .00 .0 4.88 2 R 33 216 100 .153* .0 .00 .0 .83 ------------------------------------------------------------------ NORTH: Acceso a U. de Chile


Mov Mov Total Total Deg. Prog. Aver. LOS No. Typ Flow Cap. of Factor Delay (veh (veh Satn /h) /h) (v/c) (sec) --------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 195 1279 .152 1.00 .0 A 2 R 33 216 .153* 1.00 .0 A ------------------------------------------ ALL MOVS: 228 1495 .153 .0 A --------------------------------------------------------- NORTH: Acceso a U. de Chile 3 L 44 475 .093 1.00 3.3 A 4 R 6 65 .092 1.00 3.3 A ------------------------------------------ ALL MOVS: 50 540 .093 3.3 A --------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 11 73 .151 1.00 2.0 A 6 T 213 1406 .151 1.00 2.0 A ------------------------------------------ ALL MOVS: 224 1479 .151 2.0 A ------------------------------------------ INTERSECTION: 502 3514 .153 1.2 A ---------------------------------------------------------





----------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 287 .00 .0 0 .00 5.66 50.7 82.0 23547.4 ----------------------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 27 .02 3.1 14 .53 1.09 49.3 91.2 2462.9 ----------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 245 .16 2.3 1 .01 5.06 57.5 83.0 20329.3 ----------------------------------------------------------------------- ALL GROUPS: 559 .18 1.2 15 .03 11.81 53.4 82.9 46339.6 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 6:19 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R212BPM * Situacion base 2012 (punta manana) Intersection No.: 2 Unsignalised Intersection






Table S.0 - TRAFFIC FLOW DATA (Flows in veh/hour as used by the program) ------------------------------------------------------------------------ Mov Left Through Right Flow Peak No. --------- --------- --------- Scale Hour LV HV LV HV LV HV Factor ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 0 0 138 183 0 0 1.00 1.00 2 0 0 0 0 10 5 1.00 1.00 ------------------------------------------------------------------------ NORTH WEST: Acceso a J. Olivares 3 7 2 0 0 0 0 1.00 1.00 4 0 0 0 0 3 5 1.00 1.00 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 1 1 0 0 0 0 1.00 1.00 6 0 0 100 158 0 0 1.00 1.00 ------------------------------------------------------------------------ Based on unit time = 60 minutes. Flow Scale and Peak Hour Factor effects included in flow values.1 ARRB SIDRA 4.07 - Time and Date of Analysis 6:23 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R212BPMD * Situacion base 2012 (punta mediodia) Intersection No.: 2 Unsignalised Intersection



WEST: Ruta G-260 (poniente) 5 L 2 345 9 .80 260 100 .222 6 T 258 0 1135 .80 252 100 .227 ---------------------------------------------------------- + Percentage of exiting flow included in total opposing flow 1 ARRB SIDRA 4.07 - Time and Date of Analysis 6:23 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R212BPMD * Situacion base 2012 (punta mediodia) Intersection No.: 2 Unsignalised Intersection


Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 T .00 .0 0 .00 .0 0 6.42 50.0 82.1 2 R .00 .0 0 .00 .0 0 .25 60.0 81.5 ------------------------------------------------------------------------ NORTH WEST: Acceso a J. Olivares 3 L .01 3.1 5 .54 .5 4 .43 57.1 90.8 4 R .01 3.1 4 .54 .5 4 .45 38.7 92.4 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 L .00 2.5 0 .00 .8 8 .05 48.3 83.7 6 T .18 2.5 1 .00 .8 8 5.28 57.6 83.1 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 6:23 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R212BPMD * Situacion base 2012 (punta mediodia) Intersection No.: 2 Unsignalised Intersection



----------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 336 .00 .0 0 .00 6.67 50.4 82.1 27575.5 ----------------------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 17 .01 3.1 9 .54 .88 46.6 91.6 1556.7 ----------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 260 .18 2.5 1 .00 5.33 57.5 83.1 21600.4 ----------------------------------------------------------------------- ALL GROUPS: 613 .20 1.2 10 .02 12.88 53.0 82.8 50732.6 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 6:23 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R212BPMD * Situacion base 2012 (punta mediodia) Intersection No.: 2 Unsignalised Intersection

Table S.7 - LANE PERFORMANCE ---------------------------------------------------------------- Arv Back of Flow Cap Deg. Aver. Stop Q u e u e Short Lane Mov (veh (veh Satn Delay Rate ----------- Lane No. No. /h) /h) x (sec) (vehs) (m) (m) ---------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 TR 1, 336 1186 .283 .0 .00 .0 0 2 ---------------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 1 LR 3, 17 544 .031 3.1 .54 .5 4 4 ---------------------------------------------------------------- WEST: Ruta G-260 (poniente) 1 LT 5, 260 1144 .227 2.5 .00 .8 8 6 ---------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 6:23 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R212BPMD * Situacion base 2012 (punta mediodia) Intersection No.: 2 Unsignalised Intersection



EAST: Ruta G-260 (oriente) Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * ****** **** 1, 0 321 15 336 1850 1186 0 0 1186 .283 100 * * 2 *** * ------------------------------------------------------------------------------ NORTH WEST: Acceso a J. Olivares Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * ****** 3, 9 0 8 17 1850 544 0 9 544 .031 100 * 4 *** * ------------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * * ****** **** 5, 2 258 0 260 1850 1144 0 60 1144 .227 100 * 6 ------------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 6:23 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R212BPMD * Situacion base 2012 (punta mediodia) Intersection No.: 2 Unsignalised Intersection




* Maximum degree of saturation Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 6:23 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R212BPMD * Situacion base 2012 (punta mediodia) Intersection No.: 2 Unsignalised Intersection

Table S.12 - FUEL CONSUMPTION, EMISSIONS AND COST ------------------------------------------------------------------------- Mov Fuel Consumption HC NOX CO CO2 COST No. Rate Total Total Total Total Total Total mL/km L/h g/h g/h g/h kg/h c/h ------------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 82.1 26 81 86 1778 66 6126 2 R 81.5 1 4 5 70 3 258 ---------------------------------------------------------- ALL MOVS: 82.1 28 85 91 1848 69 6384 ------------------------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 3 L 90.8 1 3 4 71 2 174 4 R 92.4 1 2 2 64 2 191 ---------------------------------------------------------- ALL MOVS: 91.6 2 5 6 135 4 365 ------------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 83.7 0 1 1 11 0 40 6 T 83.1 21 64 81 1219 54 4617 ---------------------------------------------------------- ALL MOVS: 83.1 22 64 82 1230 54 4656 ---------------------------------------------------------- INTERSECTION: 82.8 51 154 178 3214 127 11405 -------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 6:23 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R212BPMD * Situacion base 2012 (punta mediodia) Intersection No.: 2 Unsignalised Intersection




Level of Service calculations are based on overall delay. * Maximum v/c ratio, or critical green periods 1 ARRB SIDRA 4.07 - Time and Date of Analysis 6:23 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R212BPMD * Situacion base 2012 (punta mediodia) Intersection No.: 2 Unsignalised Intersection




WEST: Ruta G-260 (poniente) 5 L 8 327 33 .80 230 100 .242* 6 T 324 0 1352 .80 234 100 .240 ---------------------------------------------------------- + Percentage of exiting flow included in total opposing flow 1 ARRB SIDRA 4.07 - Time and Date of Analysis 6:26 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R212BPT * Situacion base 2012 (punta tarde) Intersection No.: 2 Unsignalised Intersection


Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 T .00 .0 0 .00 .0 0 5.42 50.0 82.1 2 R .00 .0 0 .00 .0 0 .47 60.0 81.5 ------------------------------------------------------------------------ NORTH WEST: Acceso a J. Olivares 3 L .04 5.6 19 .66 .6 5 1.21 54.8 93.1 4 R .00 5.6 1 .66 .6 5 .10 37.6 94.0 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 L .01 2.4 0 .01 .9 7 .19 48.4 83.5 6 T .22 2.4 2 .01 .9 7 6.55 57.7 82.9 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 6:26 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R212BPT * Situacion base 2012 (punta tarde) Intersection No.: 2 Unsignalised Intersection



----------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 299 .00 .0 0 .00 5.89 50.8 82.0 24530.2 ----------------------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 30 .05 5.6 20 .66 1.32 53.2 93.1 2794.0 ----------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 332 .22 2.4 2 .01 6.73 57.4 82.9 27521.7 ----------------------------------------------------------------------- ALL GROUPS: 661 .27 1.5 22 .03 13.94 54.0 83.0 54845.9 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 6:26 PM, 9 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R212BPT * Situacion base 2012 (punta tarde) Intersection No.: 2 Unsignalised Intersection




3 L 28 383 100 .073 5.6 .66 .6 1.21 4 R 2 27 100 .074 5.6 .66 .6 .10 ------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 L 8 33 100 .242* 2.4 .01 .9 .19 6 T 324 1352 100 .240 2.4 .01 .9 6.55 ------------------------------------------------------------------





Mov Mov Total Total Deg. Prog. Aver. LOS No. Typ Flow Cap. of Factor Delay (veh (veh Satn /h) /h) (v/c) (sec) --------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 271 1263 .215 1.00 .0 A 2 R 28 130 .215 1.00 .0 A ------------------------------------------ ALL MOVS: 299 1393 .215 .0 A --------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 3 L 28 383 .073 1.00 5.6 A 4 R 2 27 .074 1.00 5.6 A ------------------------------------------ ALL MOVS: 30 410 .074 5.6 A --------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 8 33 .242* 1.00 2.4 A 6 T 324 1352 .240 1.00 2.4 A ------------------------------------------ ALL MOVS: 332 1385 .242 2.4 A ------------------------------------------ INTERSECTION: 661 3189 .242 1.5 A ---------------------------------------------------------








Table S.2 - MOVEMENT CAPACITY PARAMETERS ---------------------------------------------------------- Mov Arv Total Total Prac. Prac. Lane Deg. No. Flow Opng Cap. Deg. Spare Util Satn (veh Flow (veh Satn Cap. /h) (pcu/h) /h) xp (%) (%) x ---------------------------------------------------------- EAST: Ruta G-260 (oriente) 3 T 384 0 1151 .80 140 100 .334 ---------------------------------------------------------- WEST: Ruta G-260 (poniente) 4 T 385 0 1247 .80 159 100 .309 ---------------------------------------------------------- SOUTH WEST: Lazo surponiente 1 L 23 769 67 .80 133 100 .343* 2 R 215 385 630 .80 134 100 .341 ----------------------------------------------------------





* *********** 3 0 384 0 384 1850 1151 0 0 1151 .334 100 *




Table S.10 - MOVEMENT CAPACITY AND PERFORMANCE SUMMARY ------------------------------------------------------------------ Aver. Stop Longest Perf. Mov Mov Arv Total Lane Deg. Delay Rate Queue Index No. Typ Flow Cap. Util Satn (veh (veh (sec) (veh) /h) /h) (%) x ------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 3 T 384 1151 100 .334 .0 .00 .0 7.68 ------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 4 T 385 1247 100 .309 .0 .00 .0 7.70 ------------------------------------------------------------------ SOUTH WEST: Lazo surponiente 1 L 23 67 100 .343* 3.2 .47 .6 .72 2 R 215 630 100 .341 3.2 .47 .6 4.90 ------------------------------------------------------------------



SOUTH WEST: Lazo surponiente 1 L 23 67 .343* 1.00 3.2 A 2 R 215 630 .341 1.00 3.2 A ------------------------------------------ ALL MOVS: 238 697 .343 3.2 A ------------------------------------------ INTERSECTION: 1007 3096 .343 .8 A ---------------------------------------------------------





SOUTH WEST: Lazo surponiente 331 .37 4.0 160 .48 7.74 54.7 68.8 22786.3 ----------------------------------------------------------------------- ALL GROUPS: 1163 .37 1.2 160 .14 24.38 51.2 78.3 91090.6 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 8:09 PM, 9 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R312BPMD * Situacion base 2012 (punta mediodia) Intersection No.: 3 Unsignalised Intersection



* *********** 3 0 427 0 427 1850 1193 0 0 1193 .358 100 *


SOUTH WEST: Lazo surponiente 1 L 20 43 .465 1.00 4.0 A 2 R 311 666 .467* 1.00 4.0 A ------------------------------------------ ALL MOVS: 331 709 .467 4.0 A ------------------------------------------ INTERSECTION: 1163 3078 .467 1.2 A ---------------------------------------------------------








Table S.2 - MOVEMENT CAPACITY PARAMETERS ---------------------------------------------------------- Mov Arv Total Total Prac. Prac. Lane Deg. No. Flow Opng Cap. Deg. Spare Util Satn (veh Flow (veh Satn Cap. /h) (pcu/h) /h) xp (%) (%) x ---------------------------------------------------------- EAST: Ruta G-260 (oriente) 3 T 335 0 1267 .80 203 100 .264 ---------------------------------------------------------- WEST: Ruta G-260 (poniente) 4 T 404 0 1369 .80 171 100 .295 ---------------------------------------------------------- SOUTH WEST: Lazo surponiente 1 L 9 739 6 .80 -47 100 1.500 2 R 1189 404 769 .80 -48 100 1.546* ----------------------------------------------------------




Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 3 T .00 .0 0 .00 .0 0 6.70 50.0 82.1 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 4 T .00 .0 0 .00 .0 0 8.08 50.0 82.1 ------------------------------------------------------------------------ SOUTH WEST: Lazo surponiente 1 L 2.48 990.6 9 1.00 213.2 1340 4.35 3.3 254.0 2 R 327.18 990.6 1189 1.00 213.2 1340 565.21 3.4 249.7 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 8:11 PM, 9 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R312BPT * Situacion base 2012 (punta tarde) Intersection No.: 3 Unsignalised Intersection



SOUTH WEST: Lazo surponiente 1198 329.66 990.6 1198 1.00 569.57 3.4 249.8 299237.6 ----------------------------------------------------------------------- ALL GROUPS: 1937 329.66 612.7 1198 .62 584.35 5.3 185.8 359907.0 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 8:11 PM, 9 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R312BPT * Situacion base 2012 (punta tarde) Intersection No.: 3 Unsignalised Intersection

Table S.7 - LANE PERFORMANCE ---------------------------------------------------------------- Arv Back of Flow Cap Deg. Aver. Stop Q u e u e Short Lane Mov (veh (veh Satn Delay Rate ----------- Lane No. No. /h) /h) x (sec) (vehs) (m) (m) ---------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 3 335 1267 .264 .0 .00 .0 0 ---------------------------------------------------------------- WEST: Ruta G-260 (poniente) 1 T 4 404 1369 .295 .0 .00 .0 0 ---------------------------------------------------------------- SOUTH WEST: Lazo surponiente 1 LR 1, 1198 775 1.546 990.6 1.00 213.2 1340 2 ---------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 8:11 PM, 9 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R312BPT * Situacion base 2012 (punta tarde) Intersection No.: 3 Unsignalised Intersection


* *********** 3 0 335 0 335 1850 1267 0 0 1267 .264 100 *



* *********** 4 0 404 0 404 1850 1369 0 0 1369 .295 100 * ------------------------------------------------------------------------------ SOUTH WEST: Lazo surponiente Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * ****** 1, 9 0 1189 1198 1850 775 0 60 775 1.546 100 * 2 *** * ------------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 8:11 PM, 9 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R312BPT * Situacion base 2012 (punta tarde) Intersection No.: 3 Unsignalised Intersection

Table S.10 - MOVEMENT CAPACITY AND PERFORMANCE SUMMARY ------------------------------------------------------------------ Aver. Stop Longest Perf. Mov Mov Arv Total Lane Deg. Delay Rate Queue Index No. Typ Flow Cap. Util Satn (veh (veh (sec) (veh) /h) /h) (%) x ------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 3 T 335 1267 100 .264 .0 .00 .0 6.70 ------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 4 T 404 1369 100 .295 .0 .00 .0 8.08 ------------------------------------------------------------------ SOUTH WEST: Lazo surponiente 1 L 9 6 100 1.500 990.6 1.00 213.2 4.35 2 R 1189 769 100 1.546* 990.6 1.00 213.2 565.21 ------------------------------------------------------------------



SOUTH WEST: Lazo surponiente 1 L 9 6 1.500 1.00 990.6 F 2 R 1189 769 1.546* 1.00 990.6 F ------------------------------------------ ALL MOVS: 1198 775 1.546 990.6 F ------------------------------------------ INTERSECTION: 1937 3411 1.546 612.7 F ---------------------------------------------------------






Table R.1 - ROUNDABOUT GAP ACCEPTANCE PARAMETERS --------------------------------------------------------------------- Turn Lane Lane Circ/ Intra- Prop. Critical Follow No. Type Exit Bunch Bunched Gap Up Flow Headway Vehicles (s) Headway (pcu/h) (s) (s) --------------------------------------------------------------------- EAST: Avda. Rinconada oriente Left 1 Dominant 300 1.0 .313 4.74 2.66 Thru 1 Dominant 300 1.0 .313 4.74 2.66 Right 1 Dominant 0 1.0 1.000 .00U .00U 2 Subdominant 639 1.0 .383 5.80 3.47 --------------------------------------------------------------------- WEST: Avda. Rinconada Poniente Left 1 Subdominant 300 1.0 .313 4.91 2.76 Thru 1 Subdominant 300 1.0 .313 4.91 2.76 2 Dominant 300 1.0 .313 4.74 2.66 Right 2 Dominant 0 1.0 1.000 .00U .00U --------------------------------------------------------------------- SOUTH WEST: Calle Antofagasta Thru 1 Dominant 300 1.0 .313 5.44 3.06 Right 1 Dominant 621 1.0 .379 4.92 2.93 --------------------------------------------------------------------- U User specified critical gap or follow-up headway for an entry stream 1 ARRB SIDRA 4.07 - Time and Date of Analysis 2:53 PM, 8 Oct 2005 Rotonda frente calle Antofagasta * R412BPM * Situacion base 2012 (punta manana) Intersection No.: 4 Roundabout

Table S.2 - MOVEMENT CAPACITY PARAMETERS ---------------------------------------------------------- Mov Arv Total Total Prac. Prac. Lane Deg. No. Flow Opng Cap. Deg. Spare Util Satn (veh Flow (veh Satn Cap. /h) (pcu/h) /h) xp (%) (%) x ---------------------------------------------------------- EAST: Avda. Rinconada oriente 3 L 58 300 27 .85 -60 100 2.148* 41 T 1846E 300 868 .85 -60 47 2.126 42 R 562 639 562 .85 -15 47 1.000 ---------------------------------------------------------- WEST: Avda. Rinconada Poniente 7 L 141 300 406 .85 145 100 .347 5 T 337 300 970 .85 145 100 .347 6 R 115 0 331 .85 145 100 .347 ---------------------------------------------------------- SOUTH WEST: Calle Antofagasta




Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Avda. Rinconada oriente 3 L 48.98 3040.4 58 1.00 755.8 4833 72.62 .2 322.0 41 T 1558.83 3040.4 1846 1.00 755.8 4833 2311.08 .2 322.0 42 R 13.08 83.7 562 1.00 8.1 50 27.14 7.1 215.2 ------------------------------------------------------------------------ WEST: Avda. Rinconada Poniente 7 L .06 1.5 41 .29 .3 3 1.16 36.9 105.0 5 T 1.52 16.2 133 .40 6.5 54 8.31 21.0 117.4 6 R .79 24.7 52 .46 6.5 54 3.92 16.9 124.5 ------------------------------------------------------------------------ SOUTH WEST: Calle Antofagasta 2 R .06 3.4 29 .42 .8 5 .67 33.6 111.0 1 T .38 3.4 162 .40 .8 5 3.93 33.6 110.5 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 2:53 PM, 8 Oct 2005 Rotonda frente calle Antofagasta * R412BPM * Situacion base 2012 (punta manana) Intersection No.: 4 Roundabout



Flow Delay Delay Stops Rate Index Speed Rate Total (veh/h) (veh-h/h)(sec) (veh/h) (km/h) (mL/km) (mL/h) ----------------------------------------------------------------------- EAST: Avda. Rinconada oriente 2466 1620.89 2366.3 2466 1.00 2410.84 .3 297.7 146814.5 ----------------------------------------------------------------------- WEST: Avda. Rinconada Poniente 593 2.37 14.4 226 .38 13.40 22.2 115.9 13740.2 ----------------------------------------------------------------------- SOUTH WEST: Calle Antofagasta 470 .44 3.4 191 .41 4.61 33.6 110.6 10392.4 ----------------------------------------------------------------------- ALL GROUPS: 3529 1623.70 1656.4 2883 .82 2428.85 .4 242.2 170947.2 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 2:53 PM, 8 Oct 2005 Rotonda frente calle Antofagasta * R412BPM * Situacion base 2012 (punta manana) Intersection No.: 4 Roundabout

Table S.7 - LANE PERFORMANCE ---------------------------------------------------------------- Arv Back of Flow Cap Deg. Aver. Stop Q u e u e Short Lane Mov (veh (veh Satn Delay Rate ----------- Lane No. No. /h) /h) x (sec) (vehs) (m) (m) ---------------------------------------------------------------- EAST: Avda. Rinconada oriente 1 LTR 3, 1904 895 2.127 3040.4 1.00 755.8 4833 41 2 R 41, 562 562 1.000 83.7 1.00 8.1 50< 50 42 ---------------------------------------------------------------- WEST: Avda. Rinconada Poniente 1 LT 7, 264 760 .348 1.5 .29 .3 3 5 2 TR 5, 329 946 .348 24.7 .46 6.5 54 6 ---------------------------------------------------------------- SOUTH WEST: Calle Antofagasta 1 TR 1, 470 800 .587 3.4 .42 .8 5 2 ---------------------------------------------------------------- < Short lane capacity is reached and there is excess flow into an adjacent lane Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1



Table S.8 - LANE FLOW AND CAPACITY INFORMATION ------------------------------------------------------------------------------ EAST: Avda. Rinconada oriente Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * * ****** **** 3, 58 296 1550E1904 1850 895 0 60 895 2.127 100 * * 41 *** * ****** 41, 0 0 562 562 1850 562 0 60 562 1.000 47 * 42 Prog *** * ------------------------------------------------------------------------------ WEST: Avda. Rinconada Poniente Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * * ****** **** 7, 141 123 0 264 1850 760 0 60 760 .348 100 * 5 * ****** **** 5, 0 214 115 329 1850 946 0 0 946 .348 100 * * 6 *** * ------------------------------------------------------------------------------ SOUTH WEST: Calle Antofagasta Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * ****** **** 1, 0 402 68 470 1850 800 0 60 800 .587 100 * * 2 *** * ------------------------------------------------------------------------------ E "Excess" flow from the short lane of an adjacent movement Prog Lane under-utilisation found by the "Program"



Table S.10 - MOVEMENT CAPACITY AND PERFORMANCE SUMMARY ------------------------------------------------------------------ Aver. Stop Longest Perf. Mov Mov Arv Total Lane Deg. Delay Rate Queue Index No. Typ Flow Cap. Util Satn (veh (veh (sec) (veh) /h) /h) (%) x ------------------------------------------------------------------ EAST: Avda. Rinconada oriente 3 L 58 27 100 2.148*3040.4 1.00 755.8 72.62 41 T 1846E 868 47 2.126 3040.4 1.00 755.8 2311.08 42 R 562E 562 47 1.000 83.7 1.00 8.1 27.14 ------------------------------------------------------------------ WEST: Avda. Rinconada Poniente 7 L 141 406 100 .347 1.5 .29 .3 1.16 5 T 337 970 100 .347 16.2 .40 6.5 8.31 6 R 115 331 100 .347 24.7 .46 6.5 3.92 ------------------------------------------------------------------ SOUTH WEST: Calle Antofagasta 2 R 68 116 100 .586 3.4 .42 .8 .67 1 T 402 685 100 .587 3.4 .40 .8 3.93 ------------------------------------------------------------------ E "Excess" flow from the short lane of an adjacent movement added to normal flow





Table S.15 - CAPACITY AND LEVEL OF SERVICE (HCM METHOD) --------------------------------------------------------- Mov Mov Total Total Deg. Prog. Aver. LOS No. Typ Flow Cap. of Factor Delay (veh (veh Satn /h) /h) (v/c) (sec) --------------------------------------------------------- EAST: Avda. Rinconada oriente 3 L 58 27 2.148* 1.00 3040.4 F 41 T 1846E 868 2.126 1.00 3040.4 F 42 R 562E 562 1.000 1.00 83.7 F ------------------------------------------ ALL MOVS: 2466 1457 2.148 2366.3 F --------------------------------------------------------- WEST: Avda. Rinconada Poniente 7 L 141 406 .347 1.00 1.5 A 5 T 337 970 .347 1.00 16.2 B 6 R 115 331 .347 1.00 24.7 C ------------------------------------------ ALL MOVS: 593 1707 .347 14.4 B --------------------------------------------------------- SOUTH WEST: Calle Antofagasta 2 R 68 116 .586 1.00 3.4 A 1 T 402 685 .587 1.00 3.4 A ------------------------------------------ ALL MOVS: 470 801 .587 3.4 A ------------------------------------------ INTERSECTION: 3529 3963 2.148 1656.4 F ---------------------------------------------------------




Table R.1 - ROUNDABOUT GAP ACCEPTANCE PARAMETERS --------------------------------------------------------------------- Turn Lane Lane Circ/ Intra- Prop. Critical Follow No. Type Exit Bunch Bunched Gap Up Flow Headway Vehicles (s) Headway (pcu/h) (s) (s) --------------------------------------------------------------------- EAST: Avda. Rinconada oriente Left 1 Dominant 300 1.0 .313 4.74 2.66 Thru 1 Dominant 300 1.0 .313 4.74 2.66 Right 2 Subdominant 578 1.0 .370 4.60 2.72 --------------------------------------------------------------------- WEST: Avda. Rinconada Poniente Left 1 Subdominant 300 1.0 .313 5.07 2.85 Thru 1 Subdominant 300 1.0 .313 5.07 2.85 2 Dominant 300 1.0 .313 4.74 2.66 Right 2 Dominant 0 1.0 1.000 .00U .00U --------------------------------------------------------------------- SOUTH WEST: Calle Antofagasta Thru 1 Dominant 300 1.0 .313 5.44 3.06 Right 1 Dominant 876 1.0 .432 4.52 2.83 --------------------------------------------------------------------- U User specified critical gap or follow-up headway for an entry stream 1 ARRB SIDRA 4.07 - Time and Date of Analysis 2:54 PM, 8 Oct 2005 Rotonda frente calle Antofagasta * R412BPMD * Situacion base 2012 (punta mediodia) Intersection No.: 4 Roundabout

Table S.2 - MOVEMENT CAPACITY PARAMETERS ---------------------------------------------------------- Mov Arv Total Total Prac. Prac. Lane Deg. No. Flow Opng Cap. Deg. Spare Util Satn (veh Flow (veh Satn Cap. /h) (pcu/h) /h) xp (%) (%) x ---------------------------------------------------------- EAST: Avda. Rinconada oriente 3 L 61 300 163 .85 127 97 .374 41 T 263 300 704 .85 128 97 .374 42 R 249 578 645 .85 120 100 .386 ---------------------------------------------------------- WEST: Avda. Rinconada Poniente 7 L 196 300 420 .85 82 100 .467* 5 T 432 300 926 .85 82 100 .467* 6 R 90 0 193 .85 82 100 .466 ---------------------------------------------------------- SOUTH WEST: Calle Antofagasta 2 R 79 876 191 .85 106 100 .414


1 T 147 300 355 .85 105 100 .414 ----------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 2:54 PM, 8 Oct 2005 Rotonda frente calle Antofagasta * R412BPMD * Situacion base 2012 (punta mediodia) Intersection No.: 4 Roundabout


Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Avda. Rinconada oriente 3 L .03 1.5 17 .28 .4 3 .49 36.9 103.7 41 T .11 1.5 75 .28 .4 3 2.13 36.9 103.7 42 R .22 3.2 117 .47 .6 5 2.68 34.0 112.7 ------------------------------------------------------------------------ WEST: Avda. Rinconada Poniente 7 L .11 2.0 61 .31 .4 3 1.66 36.0 108.4 5 T 1.34 11.2 161 .37 3.5 28 7.26 24.7 116.3 6 R .35 13.9 34 .38 3.5 28 1.73 22.6 118.5 ------------------------------------------------------------------------ SOUTH WEST: Calle Antofagasta 2 R .08 3.4 37 .47 .5 5 .86 33.6 115.2 1 T .14 3.4 66 .45 .5 5 1.58 33.6 114.8 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 2:54 PM, 8 Oct 2005 Rotonda frente calle Antofagasta * R412BPMD * Situacion base 2012 (punta mediodia) Intersection No.: 4 Roundabout

Table S.6 - INTERSECTION PERFORMANCE ----------------------------------------------------------------------- Total Total Aver. Total Stop Perf. Aver. FUEL Flow Delay Delay Stops Rate Index Speed Rate Total (veh/h) (veh-h/h)(sec) (veh/h) (km/h) (mL/km) (mL/h) -----------------------------------------------------------------------


EAST: Avda. Rinconada oriente 573 .35 2.2 208 .36 5.30 35.6 107.6 12334.7 ----------------------------------------------------------------------- WEST: Avda. Rinconada Poniente 718 1.79 9.0 257 .36 10.66 26.7 114.5 16435.3 ----------------------------------------------------------------------- SOUTH WEST: Calle Antofagasta 226 .21 3.4 103 .46 2.44 33.6 114.9 5194.3 ----------------------------------------------------------------------- ALL GROUPS: 1517 2.36 5.6 569 .37 18.39 30.5 111.9 33964.3 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 2:54 PM, 8 Oct 2005 Rotonda frente calle Antofagasta * R412BPMD * Situacion base 2012 (punta mediodia) Intersection No.: 4 Roundabout

Table S.7 - LANE PERFORMANCE ---------------------------------------------------------------- Arv Back of Flow Cap Deg. Aver. Stop Q u e u e Short Lane Mov (veh (veh Satn Delay Rate ----------- Lane No. No. /h) /h) x (sec) (vehs) (m) (m) ---------------------------------------------------------------- EAST: Avda. Rinconada oriente 1 LT 3, 324 867 .374 1.5 .28 .4 3 41 2 R 41, 249 645 .386 3.2 .47 .6 5 50 42 ---------------------------------------------------------------- WEST: Avda. Rinconada Poniente 1 LT 7, 296 634 .467 2.0 .31 .4 3 5 2 TR 5, 422 905 .467 13.9 .38 3.5 28 6 ---------------------------------------------------------------- SOUTH WEST: Calle Antofagasta 1 TR 1, 226 546 .414 3.4 .47 .5 5 2 ---------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 2:54 PM, 8 Oct 2005 Rotonda frente calle Antofagasta * R412BPMD * Situacion base 2012 (punta mediodia) Intersection No.: 4 Roundabout


Table S.8 - LANE FLOW AND CAPACITY INFORMATION ------------------------------------------------------------------------------ EAST: Avda. Rinconada oriente Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * * ****** **** 3, 61 263 0 324 1850 867 0 60 867 .374 97 * 41 Prog ****** 41, 0 0 249 249 1850 645 0 60 645 .386 100 * 42 *** * ------------------------------------------------------------------------------ WEST: Avda. Rinconada Poniente Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * * ****** **** 7, 196 100 0 296 1850 634 0 60 634 .467 100 * 5 * ****** **** 5, 0 332 90 422 1850 905 0 0 905 .467 100 * * 6 *** * ------------------------------------------------------------------------------ SOUTH WEST: Calle Antofagasta Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * ****** **** 1, 0 147 79 226 1850 546 0 60 546 .414 100 * * 2 *** * ------------------------------------------------------------------------------ Prog Lane under-utilisation found by the "Program" 1 ARRB SIDRA 4.07 - Time and Date of Analysis 2:54 PM, 8 Oct 2005 Rotonda frente calle Antofagasta * R412BPMD * Situacion base 2012 (punta mediodia) Intersection No.: 4 Roundabout



------------------------------------------------------------------ Aver. Stop Longest Perf. Mov Mov Arv Total Lane Deg. Delay Rate Queue Index No. Typ Flow Cap. Util Satn (veh (veh (sec) (veh) /h) /h) (%) x ------------------------------------------------------------------ EAST: Avda. Rinconada oriente 3 L 61 163 97 .374 1.5 .28 .4 .49 41 T 263 704 97 .374 1.5 .28 .4 2.13 42 R 249 645 100 .386 3.2 .47 .6 2.68 ------------------------------------------------------------------ WEST: Avda. Rinconada Poniente 7 L 196 420 100 .467* 2.0 .31 .4 1.66 5 T 432 926 100 .467* 11.2 .37 3.5 7.26 6 R 90 193 100 .466 13.9 .38 3.5 1.73 ------------------------------------------------------------------ SOUTH WEST: Calle Antofagasta 2 R 79 191 100 .414 3.4 .47 .5 .86 1 T 147 355 100 .414 3.4 .45 .5 1.58 ------------------------------------------------------------------





Table S.15 - CAPACITY AND LEVEL OF SERVICE (HCM METHOD) --------------------------------------------------------- Mov Mov Total Total Deg. Prog. Aver. LOS No. Typ Flow Cap. of Factor Delay (veh (veh Satn /h) /h) (v/c) (sec) --------------------------------------------------------- EAST: Avda. Rinconada oriente 3 L 61 163 .374 1.00 1.5 A 41 T 263 704 .374 1.00 1.5 A 42 R 249 645 .386 1.00 3.2 A ------------------------------------------ ALL MOVS: 573 1512 .386 2.2 A --------------------------------------------------------- WEST: Avda. Rinconada Poniente 7 L 196 420 .467* 1.00 2.0 A 5 T 432 926 .467* 1.00 11.2 B 6 R 90 193 .466 1.00 13.9 B ------------------------------------------ ALL MOVS: 718 1539 .467 9.0 B --------------------------------------------------------- SOUTH WEST: Calle Antofagasta 2 R 79 191 .414 1.00 3.4 A 1 T 147 355 .414 1.00 3.4 A ------------------------------------------ ALL MOVS: 226 546 .414 3.4 A ------------------------------------------ INTERSECTION: 1517 3597 .467 5.6 A ---------------------------------------------------------





Table R.1 - ROUNDABOUT GAP ACCEPTANCE PARAMETERS --------------------------------------------------------------------- Turn Lane Lane Circ/ Intra- Prop. Critical Follow No. Type Exit Bunch Bunched Gap Up Flow Headway Vehicles (s) Headway (pcu/h) (s) (s) --------------------------------------------------------------------- EAST: Avda. Rinconada oriente Left 1 Dominant 300 1.0 .313 4.74 2.66 Thru 1 Dominant 300 1.0 .313 4.74 2.66 2 Subdominant 300 1.0 .313 4.79 2.69 Right 2 Subdominant 462 1.0 .346 4.59 2.66 --------------------------------------------------------------------- WEST: Avda. Rinconada Poniente Left 1 Subdominant 300 1.0 .313 4.89 2.75 Thru 1 Subdominant 300 1.0 .313 4.89 2.75 2 Dominant 300 1.0 .313 4.74 2.66 Right 2 Dominant 0 1.0 1.000 .00U .00U --------------------------------------------------------------------- SOUTH WEST: Calle Antofagasta Thru 1 Dominant 300 1.0 .313 5.44 3.06 Right 1 Dominant 1426 1.0 .547 3.73 2.61 --------------------------------------------------------------------- U User specified critical gap or follow-up headway for an entry stream 1 ARRB SIDRA 4.07 - Time and Date of Analysis 2:55 PM, 8 Oct 2005 Rotonda frente calle Antofagasta * R412BPT * Situacion base 2012 (punta tarde) Intersection No.: 4 Roundabout

Table S.2 - MOVEMENT CAPACITY PARAMETERS ---------------------------------------------------------- Mov Arv Total Total Prac. Prac. Lane Deg. No. Flow Opng Cap. Deg. Spare Util Satn (veh Flow (veh Satn Cap. /h) (pcu/h) /h) xp (%) (%) x ---------------------------------------------------------- EAST: Avda. Rinconada oriente 3 L 138 300 354 .85 118 100 .390 41 T 227 300 582 .85 118 100 .390 42 R 327 462 838 .85 118 100 .390 ---------------------------------------------------------- WEST: Avda. Rinconada Poniente 7 L 117 300 153 .85 11 100 .765 5 T 1198 300 1564 .85 11 100 .766 6 R 240 0 313 .85 11 100 .767* ---------------------------------------------------------- SOUTH WEST: Calle Antofagasta


2 R 96 1426 187 .85 66 100 .513 1 T 185 300 361 .85 66 100 .512 ----------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 2:55 PM, 8 Oct 2005 Rotonda frente calle Antofagasta * R412BPT * Situacion base 2012 (punta tarde) Intersection No.: 4 Roundabout


Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Avda. Rinconada oriente 3 L .06 1.5 39 .29 .4 3 1.12 36.9 103.3 41 T .10 1.5 65 .29 .6 4 1.84 36.9 103.3 42 R .22 2.4 129 .40 .6 4 3.13 35.3 107.7 ------------------------------------------------------------------------ WEST: Avda. Rinconada Poniente 7 L .14 4.2 59 .50 1.1 8 1.23 32.4 117.3 5 T 8.28 24.9 655 .55 13.8 94 28.73 16.8 145.1 6 R 2.95 44.2 135 .56 13.8 94 8.75 11.6 167.6 ------------------------------------------------------------------------ SOUTH WEST: Calle Antofagasta 2 R .15 5.5 59 .61 .8 7 1.24 30.6 121.8 1 T .29 5.5 103 .56 .8 7 2.34 30.6 120.4 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 2:55 PM, 8 Oct 2005 Rotonda frente calle Antofagasta * R412BPT * Situacion base 2012 (punta tarde) Intersection No.: 4 Roundabout



----------------------------------------------------------------------- EAST: Avda. Rinconada oriente 692 .37 1.9 234 .34 6.09 36.1 105.4 14585.1 ----------------------------------------------------------------------- WEST: Avda. Rinconada Poniente 1555 11.37 26.3 849 .55 38.71 16.2 146.5 45561.8 ----------------------------------------------------------------------- SOUTH WEST: Calle Antofagasta 281 .43 5.5 162 .58 3.58 30.6 120.9 6793.2 ----------------------------------------------------------------------- ALL GROUPS: 2528 12.18 17.3 1245 .49 48.38 20.4 132.4 66940.1 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 2:55 PM, 8 Oct 2005 Rotonda frente calle Antofagasta * R412BPT * Situacion base 2012 (punta tarde) Intersection No.: 4 Roundabout

Table S.7 - LANE PERFORMANCE ---------------------------------------------------------------- Arv Back of Flow Cap Deg. Aver. Stop Q u e u e Short Lane Mov (veh (veh Satn Delay Rate ----------- Lane No. No. /h) /h) x (sec) (vehs) (m) (m) ---------------------------------------------------------------- EAST: Avda. Rinconada oriente 1 LT 3, 364 933 .390 1.5 .29 .4 3 41 2 TR 41, 328 840 .390 2.4 .40 .6 4 50 42 ---------------------------------------------------------------- WEST: Avda. Rinconada Poniente 1 LT 7, 696 909 .766 4.2 .50 1.1 8 5 2 TR 5, 859 1121 .766 44.2 .56 13.8 94 6 ---------------------------------------------------------------- SOUTH WEST: Calle Antofagasta 1 TR 1, 281 548 .513 5.5 .61 .8 7 2 ---------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 2:55 PM, 8 Oct 2005 Rotonda frente calle Antofagasta * R412BPT * Situacion base 2012 (punta tarde) Intersection No.: 4 Roundabout


------------------------------------------------------------------ Aver. Stop Longest Perf. Mov Mov Arv Total Lane Deg. Delay Rate Queue Index No. Typ Flow Cap. Util Satn (veh (veh (sec) (veh) /h) /h) (%) x ------------------------------------------------------------------ EAST: Avda. Rinconada oriente 3 L 138 354 100 .390 1.5 .29 .4 1.12 41 T 227 582 100 .390 1.5 .29 .6 1.84 42 R 327 838 100 .390 2.4 .40 .6 3.13 ------------------------------------------------------------------ WEST: Avda. Rinconada Poniente 7 L 117 153 100 .765 4.2 .50 1.1 1.23 5 T 1198 1564 100 .766 24.9 .55 13.8 28.73 6 R 240 313 100 .767* 44.2 .56 13.8 8.75 ------------------------------------------------------------------ SOUTH WEST: Calle Antofagasta 2 R 96 187 100 .513 5.5 .61 .8 1.24 1 T 185 361 100 .512 5.5 .56 .8 2.34 ------------------------------------------------------------------




1 T 120.4 4 17 17 512 11 1212 ---------------------------------------------------------- ALL MOVS: 120.9 7 25 26 791 17 1844 ---------------------------------------------------------- INTERSECTION: 132.4 67 257 236 7141 167 19362 -------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 2:55 PM, 8 Oct 2005 Rotonda frente calle Antofagasta * R412BPT * Situacion base 2012 (punta tarde) Intersection No.: 4 Roundabout

Table S.15 - CAPACITY AND LEVEL OF SERVICE (HCM METHOD) --------------------------------------------------------- Mov Mov Total Total Deg. Prog. Aver. LOS No. Typ Flow Cap. of Factor Delay (veh (veh Satn /h) /h) (v/c) (sec) --------------------------------------------------------- EAST: Avda. Rinconada oriente 3 L 138 354 .390 1.00 1.5 A 41 T 227 582 .390 1.00 1.5 A 42 R 327 838 .390 1.00 2.4 A ------------------------------------------ ALL MOVS: 692 1774 .390 1.9 A --------------------------------------------------------- WEST: Avda. Rinconada Poniente 7 L 117 153 .765 1.00 4.2 A 5 T 1198 1564 .766 1.00 24.9 C 6 R 240 313 .767* 1.00 44.2 D ------------------------------------------ ALL MOVS: 1555 2030 .767 26.3 C --------------------------------------------------------- SOUTH WEST: Calle Antofagasta 2 R 96 187 .513 1.00 5.5 A 1 T 185 361 .512 1.00 5.5 A ------------------------------------------ ALL MOVS: 281 548 .513 5.5 A ------------------------------------------ INTERSECTION: 2528 4351 .767 17.3 B ---------------------------------------------------------




SITUACIÓN CON PROYECTO (2012)(ETAPA OPERACIÓN)



Interseccion Ruta G-260 / Acceso a U. de Chile * R112PPM * Situacion con proyecto (operacion) 2012 (punta manana) Intersection No.: 1 Unsignalised Intersection

Table S.0 - TRAFFIC FLOW DATA (Flows in veh/hour as used by the program) ------------------------------------------------------------------------ Mov Left Through Right Flow Peak No. --------- --------- --------- Scale Hour LV HV LV HV LV HV Factor ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 0 0 80 31 0 0 1.00 1.00 2 0 0 0 0 109 33 1.00 1.00 ------------------------------------------------------------------------ NORTH: Acceso a U. de Chile 3 18 43 0 0 0 0 1.00 1.00 4 0 0 0 0 23 1 1.00 1.00 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 18 3 0 0 0 0 1.00 1.00 6 0 0 113 34 0 0 1.00 1.00 ------------------------------------------------------------------------ Based on unit time = 60 minutes. Flow Scale and Peak Hour Factor effects included in flow values.1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:29 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R112PPM * Situacion con proyecto (operacion) 2012 (punta manana) Intersection No.: 1 Unsignalised Intersection

Table S.2 - MOVEMENT CAPACITY PARAMETERS ---------------------------------------------------------- Mov Arv Total Total Prac. Prac. Lane Deg. No. Flow Opng Cap. Deg. Spare Util Satn (veh Flow (veh Satn Cap. /h) (pcu/h) /h) xp (%) (%) x ---------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 111 0 648 .80 367 100 .171* 2 R 142 0 829 .80 367 100 .171* ---------------------------------------------------------- NORTH: Acceso a U. de Chile


3 L 61 350+ 468 .80 514 100 .130 4 R 24 182+ 184 .80 513 100 .130 ---------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 21 314 172 .80 555 100 .122 6 T 147 0 1206 .80 556 100 .122 ---------------------------------------------------------- + Percentage of exiting flow included in total opposing flow 1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:29 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R112PPM * Situacion con proyecto (operacion) 2012 (punta manana) Intersection No.: 1 Unsignalised Intersection


Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 T .00 .0 0 .00 .0 0 2.78 40.0 86.9 2 R .00 .0 0 .00 .0 0 3.55 40.0 86.9 ------------------------------------------------------------------------ NORTH: Acceso a U. de Chile 3 L .04 2.1 25 .40 .4 3 1.97 39.1 91.3 4 R .01 2.1 10 .40 .4 3 .77 39.1 91.3 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 L .01 1.5 0 .02 .6 4 .61 39.3 88.2 6 T .06 1.5 3 .02 .6 4 4.27 39.3 88.2 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:29 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R112PPM * Situacion con proyecto (operacion) 2012 (punta manana) Intersection No.: 1 Unsignalised Intersection


Table S.6 - INTERSECTION PERFORMANCE ----------------------------------------------------------------------- Total Total Aver. Total Stop Perf. Aver. FUEL Flow Delay Delay Stops Rate Index Speed Rate Total (veh/h) (veh-h/h)(sec) (veh/h) (km/h) (mL/km) (mL/h) ----------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 253 .00 .0 0 .00 6.33 40.0 86.9 21996.7 ----------------------------------------------------------------------- NORTH: Acceso a U. de Chile 85 .05 2.1 34 .40 2.74 39.1 91.3 7764.0 ----------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 168 .07 1.5 4 .02 4.88 39.3 88.2 14820.0 ----------------------------------------------------------------------- ALL GROUPS: 506 .12 .9 38 .07 13.94 39.6 88.1 44580.7 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:29 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R112PPM * Situacion con proyecto (operacion) 2012 (punta manana) Intersection No.: 1 Unsignalised Intersection

Table S.7 - LANE PERFORMANCE ---------------------------------------------------------------- Arv Back of Flow Cap Deg. Aver. Stop Q u e u e Short Lane Mov (veh (veh Satn Delay Rate ----------- Lane No. No. /h) /h) x (sec) (vehs) (m) (m) ---------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 TR 1, 253 1476 .171 .0 .00 .0 0 2 ---------------------------------------------------------------- NORTH: Acceso a U. de Chile 1 LR 3, 85 652 .130 2.1 .40 .4 3 4 ---------------------------------------------------------------- WEST: Ruta G-260 (poniente) 1 LT 5, 168 1378 .122 1.5 .02 .6 4 6 ---------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1


ARRB SIDRA 4.07 - Time and Date of Analysis 10:29 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R112PPM * Situacion con proyecto (operacion) 2012 (punta manana) Intersection No.: 1 Unsignalised Intersection

Table S.8 - LANE FLOW AND CAPACITY INFORMATION ------------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * ****** **** 1, 0 111 142 253 1850 1476 0 0 1476 .171 100 * * 2 *** * ------------------------------------------------------------------------------ NORTH: Acceso a U. de Chile Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * ****** 3, 61 0 24 85 1850 652 0 24 652 .130 100 * 4 *** * ------------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * * ****** **** 5, 21 147 0 168 1850 1378 0 60 1378 .122 100 * 6


------------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:29 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R112PPM * Situacion con proyecto (operacion) 2012 (punta manana) Intersection No.: 1 Unsignalised Intersection


* Maximum degree of saturation Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:29 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R112PPM * Situacion con proyecto (operacion) 2012 (punta manana) Intersection No.: 1 Unsignalised Intersection

Table S.12 - FUEL CONSUMPTION, EMISSIONS AND COST ------------------------------------------------------------------------- Mov Fuel Consumption HC NOX CO CO2 COST No. Rate Total Total Total Total Total Total mL/km L/h g/h g/h g/h kg/h c/h ------------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 86.9 10 32 27 739 24 2479 2 R 86.9 12 40 35 945 31 3171 ----------------------------------------------------------


ALL MOVS: 86.9 22 72 62 1684 55 5650 ------------------------------------------------------------------------- NORTH: Acceso a U. de Chile 3 L 91.3 6 19 17 468 14 1442 4 R 91.3 2 7 7 184 5 567 ---------------------------------------------------------- ALL MOVS: 91.3 8 26 23 652 19 2010 ------------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 88.2 2 6 5 142 5 481 6 T 88.2 13 43 37 991 32 3364 ---------------------------------------------------------- ALL MOVS: 88.2 15 49 42 1133 37 3845 ---------------------------------------------------------- INTERSECTION: 88.1 45 147 128 3469 111 11505 -------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:29 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R112PPM * Situacion con proyecto (operacion) 2012 (punta manana) Intersection No.: 1 Unsignalised Intersection




* Maximum v/c ratio, or critical green periods 1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:29 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R112PPM * Situacion con proyecto (operacion) 2012 (punta manana) Intersection No.: 1 Unsignalised Intersection





Interseccion Ruta G-260 / Acceso a U. de Chile * R112PPMD * Situacion con proyecto (operacion) 2012 (punta mediodia) Intersection No.: 1 Unsignalised Intersection

Table S.0 - TRAFFIC FLOW DATA (Flows in veh/hour as used by the program) ------------------------------------------------------------------------ Mov Left Through Right Flow Peak No. --------- --------- --------- Scale Hour LV HV LV HV LV HV Factor ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 0 0 100 53 0 0 1.00 1.00 2 0 0 0 0 56 46 1.00 1.00 ------------------------------------------------------------------------ NORTH: Acceso a U. de Chile 3 34 42 0 0 0 0 1.00 1.00 4 0 0 0 0 13 1 1.00 1.00 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 17 2 0 0 0 0 1.00 1.00 6 0 0 105 61 0 0 1.00 1.00 ------------------------------------------------------------------------ Based on unit time = 60 minutes. Flow Scale and Peak Hour Factor effects included in flow values.1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:02 PM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R112PPMD * Situacion con proyecto (operacion) 2012 (punta mediodia) Intersection No.: 1 Unsignalised Intersection

Table S.2 - MOVEMENT CAPACITY PARAMETERS ---------------------------------------------------------- Mov Arv Total Total Prac. Prac. Lane Deg. No. Flow Opng Cap. Deg. Spare Util Satn (veh Flow (veh Satn Cap. /h) (pcu/h) /h) xp (%) (%) x ---------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 153 0 800 .80 318 100 .191* 2 R 102 0 533 .80 318 100 .191*


---------------------------------------------------------- NORTH: Acceso a U. de Chile 3 L 76 389+ 493 .80 419 100 .154 4 R 14 204+ 91 .80 420 100 .154 ---------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 19 331 131 .80 452 100 .145 6 T 166 0 1146 .80 452 100 .145 ---------------------------------------------------------- + Percentage of exiting flow included in total opposing flow 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:02 PM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R112PPMD * Situacion con proyecto (operacion) 2012 (punta mediodia) Intersection No.: 1 Unsignalised Intersection


Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 T .00 .0 0 .00 .0 0 3.83 40.0 86.9 2 R .00 .0 0 .00 .0 0 2.55 40.0 86.9 ------------------------------------------------------------------------ NORTH: Acceso a U. de Chile 3 L .06 2.9 36 .47 .5 4 2.55 38.8 92.0 4 R .01 2.9 7 .47 .5 4 .47 38.8 92.0 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 L .01 1.7 0 .02 .6 5 .55 39.3 88.3 6 T .08 1.7 3 .02 .6 5 4.78 39.3 88.3 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:02 PM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R112PPMD *


Situacion con proyecto (operacion) 2012 (punta mediodia) Intersection No.: 1 Unsignalised Intersection

Table S.6 - INTERSECTION PERFORMANCE ----------------------------------------------------------------------- Total Total Aver. Total Stop Perf. Aver. FUEL Flow Delay Delay Stops Rate Index Speed Rate Total (veh/h) (veh-h/h)(sec) (veh/h) (km/h) (mL/km) (mL/h) ----------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 255 .00 .0 0 .00 6.38 40.0 86.9 22170.6 ----------------------------------------------------------------------- NORTH: Acceso a U. de Chile 90 .07 2.9 42 .47 3.02 38.8 92.0 8281.1 ----------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 185 .09 1.7 3 .02 5.33 39.3 88.3 16337.4 ----------------------------------------------------------------------- ALL GROUPS: 530 .16 1.1 46 .09 14.73 39.5 88.3 46789.0 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:02 PM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R112PPMD * Situacion con proyecto (operacion) 2012 (punta mediodia) Intersection No.: 1 Unsignalised Intersection

Table S.7 - LANE PERFORMANCE ---------------------------------------------------------------- Arv Back of Flow Cap Deg. Aver. Stop Q u e u e Short Lane Mov (veh (veh Satn Delay Rate ----------- Lane No. No. /h) /h) x (sec) (vehs) (m) (m) ---------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 TR 1, 255 1333 .191 .0 .00 .0 0 2 ---------------------------------------------------------------- NORTH: Acceso a U. de Chile 1 LR 3, 90 584 .154 2.9 .47 .5 4 4 ---------------------------------------------------------------- WEST: Ruta G-260 (poniente) 1 LT 5, 185 1277 .145 1.7 .02 .6 5 6


---------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:02 PM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R112PPMD * Situacion con proyecto (operacion) 2012 (punta mediodia) Intersection No.: 1 Unsignalised Intersection

Table S.8 - LANE FLOW AND CAPACITY INFORMATION ------------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * ****** **** 1, 0 153 102 255 1850 1333 0 0 1333 .191 100 * * 2 *** * ------------------------------------------------------------------------------ NORTH: Acceso a U. de Chile Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * ****** 3, 76 0 14 90 1850 584 0 14 584 .154 100 * 4 *** * ------------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x %


* *** * * ****** **** 5, 19 166 0 185 1850 1277 0 60 1277 .145 100 * 6 ------------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:02 PM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R112PPMD * Situacion con proyecto (operacion) 2012 (punta mediodia) Intersection No.: 1 Unsignalised Intersection


* Maximum degree of saturation Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:02 PM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R112PPMD * Situacion con proyecto (operacion) 2012 (punta mediodia) Intersection No.: 1 Unsignalised Intersection

Table S.12 - FUEL CONSUMPTION, EMISSIONS AND COST ------------------------------------------------------------------------- Mov Fuel Consumption HC NOX CO CO2 COST


No. Rate Total Total Total Total Total Total mL/km L/h g/h g/h g/h kg/h c/h ------------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 86.9 13 44 38 1018 33 3417 2 R 86.9 9 29 25 679 22 2278 ---------------------------------------------------------- ALL MOVS: 86.9 22 73 63 1697 55 5695 ------------------------------------------------------------------------- NORTH: Acceso a U. de Chile 3 L 92.0 7 23 21 596 17 1811 4 R 92.0 1 4 4 110 3 334 ---------------------------------------------------------- ALL MOVS: 92.0 8 28 25 706 21 2145 ------------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 88.3 2 6 5 128 4 436 6 T 88.3 15 48 41 1119 37 3808 ---------------------------------------------------------- ALL MOVS: 88.3 16 54 46 1247 41 4243 ---------------------------------------------------------- INTERSECTION: 88.3 47 154 134 3650 117 12083 -------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:02 PM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R112PPMD * Situacion con proyecto (operacion) 2012 (punta mediodia) Intersection No.: 1 Unsignalised Intersection

Table S.15 - CAPACITY AND LEVEL OF SERVICE (HCM METHOD) --------------------------------------------------------- Mov Mov Total Total Deg. Prog. Aver. LOS No. Typ Flow Cap. of Factor Delay (veh (veh Satn /h) /h) (v/c) (sec) --------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 153 800 .191* 1.00 .0 A 2 R 102 533 .191* 1.00 .0 A ------------------------------------------ ALL MOVS: 255 1333 .191 .0 A --------------------------------------------------------- NORTH: Acceso a U. de Chile 3 L 76 493 .154 1.00 2.9 A 4 R 14 91 .154 1.00 2.9 A ------------------------------------------ ALL MOVS: 90 584 .154 2.9 A --------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 19 131 .145 1.00 1.7 A


6 T 166 1146 .145 1.00 1.7 A ------------------------------------------ ALL MOVS: 185 1277 .145 1.7 A ------------------------------------------ INTERSECTION: 530 3194 .191 1.1 A ---------------------------------------------------------

Level of Service calculations are based on overall delay. * Maximum v/c ratio, or critical green periods 1 ARRB SIDRA 4.07 - Time and Date of Analysis 12:02 PM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R112PPMD * Situacion con proyecto (operacion) 2012 (punta mediodia) Intersection No.: 1 Unsignalised Intersection





Interseccion Ruta G-260 / Acceso a U. de Chile * R112PPT * Situacion con proyecto (operacion) 2012 (punta tarde) Intersection No.: 1 Unsignalised Intersection

Table S.0 - TRAFFIC FLOW DATA (Flows in veh/hour as used by the program) ------------------------------------------------------------------------ Mov Left Through Right Flow Peak No. --------- --------- --------- Scale Hour LV HV LV HV LV HV Factor ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 0 0 151 44 0 0 1.00 1.00 2 0 0 0 0 24 16 1.00 1.00 ------------------------------------------------------------------------ NORTH: Acceso a U. de Chile 3 31 20 0 0 0 0 1.00 1.00 4 0 0 0 0 5 1 1.00 1.00 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 8 3 0 0 0 0 1.00 1.00 6 0 0 168 45 0 0 1.00 1.00 ------------------------------------------------------------------------ Based on unit time = 60 minutes. Flow Scale and Peak Hour Factor effects included in flow values.1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:35 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R112PPT * Situacion con proyecto (operacion) 2012 (punta tarde) Intersection No.: 1 Unsignalised Intersection

Table S.2 - MOVEMENT CAPACITY PARAMETERS ---------------------------------------------------------- Mov Arv Total Total Prac. Prac. Lane Deg. No. Flow Opng Cap. Deg. Spare Util Satn (veh Flow (veh Satn Cap. /h) (pcu/h) /h) xp (%) (%) x ---------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 195 0 1223 .80 402 100 .159* 2 R 40 0 251 .80 402 100 .159* ---------------------------------------------------------- NORTH: Acceso a U. de Chile


3 L 51 439+ 478 .80 650 100 .107 4 R 6 215+ 56 .80 647 100 .107 ---------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 11 286 73 .80 431 100 .151 6 T 213 0 1404 .80 427 100 .152 ---------------------------------------------------------- + Percentage of exiting flow included in total opposing flow 1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:35 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R112PPT * Situacion con proyecto (operacion) 2012 (punta tarde) Intersection No.: 1 Unsignalised Intersection


Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 T .00 .0 0 .00 .0 0 4.88 40.0 86.9 2 R .00 .0 0 .00 .0 0 1.00 40.0 86.9 ------------------------------------------------------------------------ NORTH: Acceso a U. de Chile 3 L .05 3.4 27 .53 .5 4 1.92 38.5 92.5 4 R .01 3.4 3 .53 .5 4 .23 38.5 92.5 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 L .01 2.0 0 .01 .8 6 .32 39.1 88.1 6 T .12 2.0 2 .01 .8 6 6.24 39.1 88.1 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:35 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R112PPT * Situacion con proyecto (operacion) 2012 (punta tarde) Intersection No.: 1 Unsignalised Intersection


Table S.6 - INTERSECTION PERFORMANCE ----------------------------------------------------------------------- Total Total Aver. Total Stop Perf. Aver. FUEL Flow Delay Delay Stops Rate Index Speed Rate Total (veh/h) (veh-h/h)(sec) (veh/h) (km/h) (mL/km) (mL/h) ----------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 235 .00 .0 0 .00 5.88 40.0 86.9 20431.7 ----------------------------------------------------------------------- NORTH: Acceso a U. de Chile 57 .05 3.4 30 .53 2.15 38.5 92.5 5272.0 ----------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 224 .13 2.0 2 .01 6.56 39.1 88.1 19740.0 ----------------------------------------------------------------------- ALL GROUPS: 516 .18 1.3 32 .06 14.59 39.5 88.1 45443.7 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:35 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R112PPT * Situacion con proyecto (operacion) 2012 (punta tarde) Intersection No.: 1 Unsignalised Intersection

Table S.7 - LANE PERFORMANCE ---------------------------------------------------------------- Arv Back of Flow Cap Deg. Aver. Stop Q u e u e Short Lane Mov (veh (veh Satn Delay Rate ----------- Lane No. No. /h) /h) x (sec) (vehs) (m) (m) ---------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 TR 1, 235 1474 .159 .0 .00 .0 0 2 ---------------------------------------------------------------- NORTH: Acceso a U. de Chile 1 LR 3, 57 534 .107 3.4 .53 .5 4 4 ---------------------------------------------------------------- WEST: Ruta G-260 (poniente) 1 LT 5, 224 1476 .152 2.0 .01 .8 6 6 ---------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1


ARRB SIDRA 4.07 - Time and Date of Analysis 10:35 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R112PPT * Situacion con proyecto (operacion) 2012 (punta tarde) Intersection No.: 1 Unsignalised Intersection

Table S.8 - LANE FLOW AND CAPACITY INFORMATION ------------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * ****** **** 1, 0 195 40 235 1850 1474 0 0 1474 .159 100 * * 2 *** * ------------------------------------------------------------------------------ NORTH: Acceso a U. de Chile Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * ****** 3, 51 0 6 57 1850 534 0 6 534 .107 100 * 4 *** * ------------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * * ****** **** 5, 11 213 0 224 1850 1476 0 60 1476 .152 100 * 6


------------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:35 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R112PPT * Situacion con proyecto (operacion) 2012 (punta tarde) Intersection No.: 1 Unsignalised Intersection


* Maximum degree of saturation Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:35 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R112PPT * Situacion con proyecto (operacion) 2012 (punta tarde) Intersection No.: 1 Unsignalised Intersection



ALL MOVS: 86.9 20 67 58 1564 51 5248 ------------------------------------------------------------------------- NORTH: Acceso a U. de Chile 3 L 92.5 5 16 15 407 12 1222 4 R 92.5 1 2 2 48 1 144 ---------------------------------------------------------- ALL MOVS: 92.5 5 18 16 454 13 1365 ------------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 88.1 1 3 3 74 2 252 6 T 88.1 19 62 53 1430 47 4871 ---------------------------------------------------------- ALL MOVS: 88.1 20 65 56 1503 49 5123 ---------------------------------------------------------- INTERSECTION: 88.1 45 150 130 3522 114 11736 -------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:35 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R112PPT * Situacion con proyecto (operacion) 2012 (punta tarde) Intersection No.: 1 Unsignalised Intersection

Table S.15 - CAPACITY AND LEVEL OF SERVICE (HCM METHOD) --------------------------------------------------------- Mov Mov Total Total Deg. Prog. Aver. LOS No. Typ Flow Cap. of Factor Delay (veh (veh Satn /h) /h) (v/c) (sec) --------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 195 1223 .159* 1.00 .0 A 2 R 40 251 .159* 1.00 .0 A ------------------------------------------ ALL MOVS: 235 1474 .159 .0 A --------------------------------------------------------- NORTH: Acceso a U. de Chile 3 L 51 478 .107 1.00 3.4 A 4 R 6 56 .107 1.00 3.4 A ------------------------------------------ ALL MOVS: 57 534 .107 3.4 A --------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 11 73 .151 1.00 2.0 A 6 T 213 1404 .152 1.00 2.0 A ------------------------------------------ ALL MOVS: 224 1477 .152 2.0 A ------------------------------------------ INTERSECTION: 516 3484 .159 1.3 A ---------------------------------------------------------



* Maximum v/c ratio, or critical green periods 1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:35 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a U. de Chile * R112PPT * Situacion con proyecto (operacion) 2012 (punta tarde) Intersection No.: 1 Unsignalised Intersection





Interseccion Ruta G-260 / Acceso a J. Olivares * R212PPM * Situacion con proyecto (operacion) 2012 (punta manana) Intersection No.: 2 Unsignalised Intersection

Table S.0 - TRAFFIC FLOW DATA (Flows in veh/hour as used by the program) ------------------------------------------------------------------------ Mov Left Through Right Flow Peak No. --------- --------- --------- Scale Hour LV HV LV HV LV HV Factor ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 0 0 122 148 0 0 1.00 1.00 2 0 0 0 0 12 12 1.00 1.00 ------------------------------------------------------------------------ NORTH WEST: Acceso a J. Olivares 3 10 8 0 0 0 0 1.00 1.00 4 0 0 0 0 8 1 1.00 1.00 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 5 2 0 0 0 0 1.00 1.00 6 0 0 125 120 0 0 1.00 1.00 ------------------------------------------------------------------------ Based on unit time = 60 minutes. Flow Scale and Peak Hour Factor effects included in flow values.1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:38 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R212PPM * Situacion con proyecto (operacion) 2012 (punta manana) Intersection No.: 2 Unsignalised Intersection

Table S.2 - MOVEMENT CAPACITY PARAMETERS ---------------------------------------------------------- Mov Arv Total Total Prac. Prac. Lane Deg. No. Flow Opng Cap. Deg. Spare Util Satn (veh Flow (veh Satn Cap. /h) (pcu/h) /h) xp (%) (%) x ---------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 270 0 1100 .80 226 100 .245* 2 R 24 0 98 .80 227 100 .245* ---------------------------------------------------------- NORTH WEST: Acceso a J. Olivares


3 L 18 534+ 356 .80 1482 100 .051 4 R 9 282+ 178 .80 1482 100 .051 ---------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 7 312 34 .80 289 100 .206 6 T 245 0 1193 .80 290 100 .205 ---------------------------------------------------------- + Percentage of exiting flow included in total opposing flow 1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:38 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R212PPM * Situacion con proyecto (operacion) 2012 (punta manana) Intersection No.: 2 Unsignalised Intersection


Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 T .00 .0 0 .00 .0 0 5.40 50.0 82.1 2 R .00 .0 0 .00 .0 0 .40 60.0 81.5 ------------------------------------------------------------------------ NORTH WEST: Acceso a J. Olivares 3 L .02 3.2 10 .54 .5 4 .68 57.0 90.8 4 R .01 3.2 5 .54 .5 4 .42 38.6 92.5 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 L .00 2.3 0 .01 .8 7 .17 48.4 83.6 6 T .16 2.3 1 .01 .8 7 5.02 57.8 83.0 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:38 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R212PPM * Situacion con proyecto (operacion) 2012 (punta manana) Intersection No.: 2 Unsignalised Intersection


Table S.6 - INTERSECTION PERFORMANCE ----------------------------------------------------------------------- Total Total Aver. Total Stop Perf. Aver. FUEL Flow Delay Delay Stops Rate Index Speed Rate Total (veh/h) (veh-h/h)(sec) (veh/h) (km/h) (mL/km) (mL/h) ----------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 294 .00 .0 0 .00 5.80 50.7 82.0 24122.1 ----------------------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 27 .02 3.2 14 .54 1.10 49.2 91.4 2466.8 ----------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 252 .16 2.3 1 .01 5.19 57.5 83.0 20914.5 ----------------------------------------------------------------------- ALL GROUPS: 573 .19 1.2 16 .03 12.09 53.4 82.9 47503.4 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:38 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R212PPM * Situacion con proyecto (operacion) 2012 (punta manana) Intersection No.: 2 Unsignalised Intersection

Table S.7 - LANE PERFORMANCE ---------------------------------------------------------------- Arv Back of Flow Cap Deg. Aver. Stop Q u e u e Short Lane Mov (veh (veh Satn Delay Rate ----------- Lane No. No. /h) /h) x (sec) (vehs) (m) (m) ---------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 TR 1, 294 1198 .245 .0 .00 .0 0 2 ---------------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 1 LR 3, 27 535 .051 3.2 .54 .5 4 4 ---------------------------------------------------------------- WEST: Ruta G-260 (poniente) 1 LT 5, 252 1227 .205 2.3 .01 .8 7 6 ---------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1


ARRB SIDRA 4.07 - Time and Date of Analysis 10:38 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R212PPM * Situacion con proyecto (operacion) 2012 (punta manana) Intersection No.: 2 Unsignalised Intersection

Table S.8 - LANE FLOW AND CAPACITY INFORMATION ------------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * ****** **** 1, 0 270 24 294 1850 1198 0 0 1198 .245 100 * * 2 *** * ------------------------------------------------------------------------------ NORTH WEST: Acceso a J. Olivares Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * ****** 3, 18 0 9 27 1850 535 0 9 535 .051 100 * 4 *** * ------------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * * ****** **** 5, 7 245 0 252 1850 1227 0 60 1227 .205 100 * 6


------------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:38 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R212PPM * Situacion con proyecto (operacion) 2012 (punta manana) Intersection No.: 2 Unsignalised Intersection

Table S.10 - MOVEMENT CAPACITY AND PERFORMANCE SUMMARY ------------------------------------------------------------------ Aver. Stop Longest Perf. Mov Mov Arv Total Lane Deg. Delay Rate Queue Index No. Typ Flow Cap. Util Satn (veh (veh (sec) (veh) /h) /h) (%) x ------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 T 270 1100 100 .245* .0 .00 .0 5.40 2 R 24 98 100 .245* .0 .00 .0 .40 ------------------------------------------------------------------ NORTH WEST: Acceso a J. Olivares 3 L 18 356 100 .051 3.2 .54 .5 .68 4 R 9 178 100 .051 3.2 .54 .5 .42 ------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 L 7 34 100 .206 2.3 .01 .8 .17 6 T 245 1193 100 .205 2.3 .01 .8 5.02 ------------------------------------------------------------------

* Maximum degree of saturation Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:38 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R212PPM * Situacion con proyecto (operacion) 2012 (punta manana) Intersection No.: 2 Unsignalised Intersection



ALL MOVS: 82.0 24 74 80 1607 60 5565 ------------------------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 3 L 90.8 2 5 7 143 4 348 4 R 92.5 1 3 3 72 2 215 ---------------------------------------------------------- ALL MOVS: 91.4 2 8 10 215 6 563 ------------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 83.6 1 2 2 39 1 138 6 T 83.0 20 61 77 1161 51 4370 ---------------------------------------------------------- ALL MOVS: 83.0 21 62 79 1200 52 4508 ---------------------------------------------------------- INTERSECTION: 82.9 48 144 169 3022 119 10636 -------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:38 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R212PPM * Situacion con proyecto (operacion) 2012 (punta manana) Intersection No.: 2 Unsignalised Intersection

Table S.15 - CAPACITY AND LEVEL OF SERVICE (HCM METHOD) --------------------------------------------------------- Mov Mov Total Total Deg. Prog. Aver. LOS No. Typ Flow Cap. of Factor Delay (veh (veh Satn /h) /h) (v/c) (sec) --------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 270 1100 .245* 1.00 .0 A 2 R 24 98 .245* 1.00 .0 A ------------------------------------------ ALL MOVS: 294 1198 .245 .0 A --------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 3 L 18 356 .051 1.00 3.2 A 4 R 9 178 .051 1.00 3.2 A ------------------------------------------ ALL MOVS: 27 534 .051 3.2 A --------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 7 34 .206 1.00 2.3 A 6 T 245 1193 .205 1.00 2.3 A ------------------------------------------ ALL MOVS: 252 1227 .206 2.3 A ------------------------------------------ INTERSECTION: 573 2960 .245 1.2 A ---------------------------------------------------------



* Maximum v/c ratio, or critical green periods 1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:38 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R212PPM * Situacion con proyecto (operacion) 2012 (punta manana) Intersection No.: 2 Unsignalised Intersection





Interseccion Ruta G-260 / Acceso a J. Olivares * R212PPMD * Situacion con proyecto (operacion) 2012 (punta mediodia) Intersection No.: 2 Unsignalised Intersection

Table S.0 - TRAFFIC FLOW DATA (Flows in veh/hour as used by the program) ------------------------------------------------------------------------ Mov Left Through Right Flow Peak No. --------- --------- --------- Scale Hour LV HV LV HV LV HV Factor ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 0 0 139 189 0 0 1.00 1.00 2 0 0 0 0 10 5 1.00 1.00 ------------------------------------------------------------------------ NORTH WEST: Acceso a J. Olivares 3 7 2 0 0 0 0 1.00 1.00 4 0 0 0 0 3 5 1.00 1.00 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 1 1 0 0 0 0 1.00 1.00 6 0 0 101 164 0 0 1.00 1.00 ------------------------------------------------------------------------ Based on unit time = 60 minutes. Flow Scale and Peak Hour Factor effects included in flow values.1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:41 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R212PPMD * Situacion con proyecto (operacion) 2012 (punta mediodia) Intersection No.: 2 Unsignalised Intersection

Table S.2 - MOVEMENT CAPACITY PARAMETERS ---------------------------------------------------------- Mov Arv Total Total Prac. Prac. Lane Deg. No. Flow Opng Cap. Deg. Spare Util Satn (veh Flow (veh Satn Cap. /h) (pcu/h) /h) xp (%) (%) x ---------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 328 0 1130 .80 176 100 .290* 2 R 15 0 52 .80 177 100 .288


---------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 3 L 9 603+ 283 .80 2416 100 .032 4 R 8 336+ 252 .80 2420 100 .032 ---------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 2 352 9 .80 260 100 .222 6 T 265 0 1131 .80 241 100 .234 ---------------------------------------------------------- + Percentage of exiting flow included in total opposing flow 1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:41 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R212PPMD * Situacion con proyecto (operacion) 2012 (punta mediodia) Intersection No.: 2 Unsignalised Intersection


Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 T .00 .0 0 .00 .0 0 6.56 50.0 82.1 2 R .00 .0 0 .00 .0 0 .25 60.0 81.5 ------------------------------------------------------------------------ NORTH WEST: Acceso a J. Olivares 3 L .01 3.2 5 .55 .5 4 .43 57.0 91.0 4 R .01 3.2 4 .55 .5 4 .45 38.6 92.5 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 L .00 2.6 0 .00 .8 8 .05 48.3 83.7 6 T .19 2.6 1 .00 .8 8 5.41 57.6 83.1 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:41 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R212PPMD *



Table S.6 - INTERSECTION PERFORMANCE ----------------------------------------------------------------------- Total Total Aver. Total Stop Perf. Aver. FUEL Flow Delay Delay Stops Rate Index Speed Rate Total (veh/h) (veh-h/h)(sec) (veh/h) (km/h) (mL/km) (mL/h) ----------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 343 .00 .0 0 .00 6.81 50.4 82.1 28150.2 ----------------------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 17 .01 3.2 9 .55 .89 46.6 91.7 1558.7 ----------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 267 .19 2.6 1 .00 5.46 57.5 83.1 22186.2 ----------------------------------------------------------------------- ALL GROUPS: 627 .20 1.2 10 .02 13.15 53.0 82.8 51895.1 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:41 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R212PPMD * Situacion con proyecto (operacion) 2012 (punta mediodia) Intersection No.: 2 Unsignalised Intersection

Table S.7 - LANE PERFORMANCE ---------------------------------------------------------------- Arv Back of Flow Cap Deg. Aver. Stop Q u e u e Short Lane Mov (veh (veh Satn Delay Rate ----------- Lane No. No. /h) /h) x (sec) (vehs) (m) (m) ---------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 TR 1, 343 1182 .290 .0 .00 .0 0 2 ---------------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 1 LR 3, 17 535 .032 3.2 .55 .5 4 4 ---------------------------------------------------------------- WEST: Ruta G-260 (poniente) 1 LT 5, 267 1140 .234 2.6 .00 .8 8 6


---------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:41 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R212PPMD * Situacion con proyecto (operacion) 2012 (punta mediodia) Intersection No.: 2 Unsignalised Intersection

Table S.8 - LANE FLOW AND CAPACITY INFORMATION ------------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * ****** **** 1, 0 328 15 343 1850 1182 0 0 1182 .290 100 * * 2 *** * ------------------------------------------------------------------------------ NORTH WEST: Acceso a J. Olivares Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * ****** 3, 9 0 8 17 1850 535 0 9 535 .032 100 * 4 *** * ------------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x %


* *** * * ****** **** 5, 2 265 0 267 1850 1140 0 60 1140 .234 100 * 6 ------------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:41 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R212PPMD * Situacion con proyecto (operacion) 2012 (punta mediodia) Intersection No.: 2 Unsignalised Intersection

Table S.10 - MOVEMENT CAPACITY AND PERFORMANCE SUMMARY ------------------------------------------------------------------ Aver. Stop Longest Perf. Mov Mov Arv Total Lane Deg. Delay Rate Queue Index No. Typ Flow Cap. Util Satn (veh (veh (sec) (veh) /h) /h) (%) x ------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 T 328 1130 100 .290* .0 .00 .0 6.56 2 R 15 52 100 .288 .0 .00 .0 .25 ------------------------------------------------------------------ NORTH WEST: Acceso a J. Olivares 3 L 9 283 100 .032 3.2 .55 .5 .43 4 R 8 252 100 .032 3.2 .55 .5 .45 ------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 L 2 9 100 .222 2.6 .00 .8 .05 6 T 265 1131 100 .234 2.6 .00 .8 5.41 ------------------------------------------------------------------

* Maximum degree of saturation Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:41 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R212PPMD * Situacion con proyecto (operacion) 2012 (punta mediodia) Intersection No.: 2 Unsignalised Intersection

Table S.12 - FUEL CONSUMPTION, EMISSIONS AND COST ------------------------------------------------------------------------- Mov Fuel Consumption HC NOX CO CO2 COST


No. Rate Total Total Total Total Total Total mL/km L/h g/h g/h g/h kg/h c/h ------------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 82.1 27 83 88 1817 67 6260 2 R 81.5 1 4 5 70 3 258 ---------------------------------------------------------- ALL MOVS: 82.1 28 87 93 1887 70 6517 ------------------------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 3 L 91.0 1 3 4 72 2 174 4 R 92.5 1 2 2 64 2 191 ---------------------------------------------------------- ALL MOVS: 91.7 2 5 6 136 4 366 ------------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 83.7 0 1 1 11 0 40 6 T 83.1 22 66 83 1253 55 4744 ---------------------------------------------------------- ALL MOVS: 83.1 22 66 84 1264 55 4783 ---------------------------------------------------------- INTERSECTION: 82.8 52 158 182 3286 130 11666 -------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:41 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R212PPMD * Situacion con proyecto (operacion) 2012 (punta mediodia) Intersection No.: 2 Unsignalised Intersection

Table S.15 - CAPACITY AND LEVEL OF SERVICE (HCM METHOD) --------------------------------------------------------- Mov Mov Total Total Deg. Prog. Aver. LOS No. Typ Flow Cap. of Factor Delay (veh (veh Satn /h) /h) (v/c) (sec) --------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 328 1130 .290* 1.00 .0 A 2 R 15 52 .288 1.00 .0 A ------------------------------------------ ALL MOVS: 343 1182 .290 .0 A --------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 3 L 9 283 .032 1.00 3.2 A 4 R 8 252 .032 1.00 3.2 A ------------------------------------------ ALL MOVS: 17 535 .032 3.2 A --------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 2 9 .222 1.00 2.6 A


6 T 265 1131 .234 1.00 2.6 A ------------------------------------------ ALL MOVS: 267 1140 .234 2.6 A ------------------------------------------ INTERSECTION: 627 2856 .290 1.2 A ---------------------------------------------------------

Level of Service calculations are based on overall delay. * Maximum v/c ratio, or critical green periods 1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:41 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R212PPMD * Situacion con proyecto (operacion) 2012 (punta mediodia) Intersection No.: 2 Unsignalised Intersection





Interseccion Ruta G-260 / Acceso a J. Olivares * R212PPT * Situacion con proyecto (operacion) 2012 (punta tarde) Intersection No.: 2 Unsignalised Intersection

Table S.0 - TRAFFIC FLOW DATA (Flows in veh/hour as used by the program) ------------------------------------------------------------------------ Mov Left Through Right Flow Peak No. --------- --------- --------- Scale Hour LV HV LV HV LV HV Factor ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 0 0 177 101 0 0 1.00 1.00 2 0 0 0 0 25 3 1.00 1.00 ------------------------------------------------------------------------ NORTH WEST: Acceso a J. Olivares 3 23 5 0 0 0 0 1.00 1.00 4 0 0 0 0 1 1 1.00 1.00 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 3 5 0 0 0 0 1.00 1.00 6 0 0 223 108 0 0 1.00 1.00 ------------------------------------------------------------------------ Based on unit time = 60 minutes. Flow Scale and Peak Hour Factor effects included in flow values.1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:44 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R212PPT * Situacion con proyecto (operacion) 2012 (punta tarde) Intersection No.: 2 Unsignalised Intersection

Table S.2 - MOVEMENT CAPACITY PARAMETERS ---------------------------------------------------------- Mov Arv Total Total Prac. Prac. Lane Deg. No. Flow Opng Cap. Deg. Spare Util Satn (veh Flow (veh Satn Cap. /h) (pcu/h) /h) xp (%) (%) x ---------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 278 0 1254 .80 261 100 .222 2 R 28 0 126 .80 260 100 .222 ---------------------------------------------------------- NORTH WEST: Acceso a J. Olivares


3 L 28 631+ 376 .80 974 100 .074 4 R 2 292+ 27 .80 980 100 .074 ---------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 8 334 32 .80 220 100 .250* 6 T 331 0 1342 .80 224 100 .247 ---------------------------------------------------------- + Percentage of exiting flow included in total opposing flow 1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:44 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R212PPT * Situacion con proyecto (operacion) 2012 (punta tarde) Intersection No.: 2 Unsignalised Intersection


Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 T .00 .0 0 .00 .0 0 5.56 50.0 82.1 2 R .00 .0 0 .00 .0 0 .47 60.0 81.5 ------------------------------------------------------------------------ NORTH WEST: Acceso a J. Olivares 3 L .05 5.8 19 .67 .7 5 1.23 54.7 93.2 4 R .00 5.8 1 .67 .7 5 .10 37.6 94.2 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 L .01 2.5 0 .01 .9 8 .19 48.3 83.5 6 T .23 2.5 2 .01 .9 8 6.67 57.6 82.9 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:44 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R212PPT * Situacion con proyecto (operacion) 2012 (punta tarde) Intersection No.: 2 Unsignalised Intersection


Table S.6 - INTERSECTION PERFORMANCE ----------------------------------------------------------------------- Total Total Aver. Total Stop Perf. Aver. FUEL Flow Delay Delay Stops Rate Index Speed Rate Total (veh/h) (veh-h/h)(sec) (veh/h) (km/h) (mL/km) (mL/h) ----------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 306 .00 .0 0 .00 6.03 50.8 82.0 25104.9 ----------------------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 30 .05 5.8 20 .67 1.33 53.1 93.3 2798.5 ----------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 339 .23 2.5 2 .01 6.86 57.4 82.9 28108.7 ----------------------------------------------------------------------- ALL GROUPS: 675 .28 1.5 22 .03 14.22 54.0 83.0 56012.2 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:44 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R212PPT * Situacion con proyecto (operacion) 2012 (punta tarde) Intersection No.: 2 Unsignalised Intersection

Table S.7 - LANE PERFORMANCE ---------------------------------------------------------------- Arv Back of Flow Cap Deg. Aver. Stop Q u e u e Short Lane Mov (veh (veh Satn Delay Rate ----------- Lane No. No. /h) /h) x (sec) (vehs) (m) (m) ---------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 TR 1, 306 1381 .222 .0 .00 .0 0 2 ---------------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 1 LR 3, 30 403 .075 5.8 .67 .7 5 4 ---------------------------------------------------------------- WEST: Ruta G-260 (poniente) 1 LT 5, 339 1374 .247 2.5 .01 .9 8 6 ---------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1


ARRB SIDRA 4.07 - Time and Date of Analysis 10:44 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R212PPT * Situacion con proyecto (operacion) 2012 (punta tarde) Intersection No.: 2 Unsignalised Intersection

Table S.8 - LANE FLOW AND CAPACITY INFORMATION ------------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * ****** **** 1, 0 278 28 306 1850 1381 0 0 1381 .222 100 * * 2 *** * ------------------------------------------------------------------------------ NORTH WEST: Acceso a J. Olivares Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * ****** 3, 28 0 2 30 1850 403 0 2 403 .075 100 * 4 *** * ------------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * * ****** **** 5, 8 331 0 339 1850 1374 0 60 1374 .247 100 * 6


------------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:44 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R212PPT * Situacion con proyecto (operacion) 2012 (punta tarde) Intersection No.: 2 Unsignalised Intersection

Table S.10 - MOVEMENT CAPACITY AND PERFORMANCE SUMMARY ------------------------------------------------------------------ Aver. Stop Longest Perf. Mov Mov Arv Total Lane Deg. Delay Rate Queue Index No. Typ Flow Cap. Util Satn (veh (veh (sec) (veh) /h) /h) (%) x ------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 1 T 278 1254 100 .222 .0 .00 .0 5.56 2 R 28 126 100 .222 .0 .00 .0 .47 ------------------------------------------------------------------ NORTH WEST: Acceso a J. Olivares 3 L 28 376 100 .074 5.8 .67 .7 1.23 4 R 2 27 100 .074 5.8 .67 .7 .10 ------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 5 L 8 32 100 .250* 2.5 .01 .9 .19 6 T 331 1342 100 .247 2.5 .01 .9 6.67 ------------------------------------------------------------------

* Maximum degree of saturation Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:44 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R212PPT * Situacion con proyecto (operacion) 2012 (punta tarde) Intersection No.: 2 Unsignalised Intersection



ALL MOVS: 82.0 25 77 83 1670 63 5786 ------------------------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 3 L 93.2 3 8 11 245 7 557 4 R 94.2 0 1 1 17 0 49 ---------------------------------------------------------- ALL MOVS: 93.3 3 9 12 262 7 606 ------------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 83.5 1 2 2 45 2 158 6 T 82.9 27 82 104 1568 69 5892 ---------------------------------------------------------- ALL MOVS: 82.9 28 84 106 1613 70 6050 ---------------------------------------------------------- INTERSECTION: 83.0 56 170 202 3545 140 12442 -------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:44 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R212PPT * Situacion con proyecto (operacion) 2012 (punta tarde) Intersection No.: 2 Unsignalised Intersection

Table S.15 - CAPACITY AND LEVEL OF SERVICE (HCM METHOD) --------------------------------------------------------- Mov Mov Total Total Deg. Prog. Aver. LOS No. Typ Flow Cap. of Factor Delay (veh (veh Satn /h) /h) (v/c) (sec) --------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 278 1254 .222 1.00 .0 A 2 R 28 126 .222 1.00 .0 A ------------------------------------------ ALL MOVS: 306 1380 .222 .0 A --------------------------------------------------------- NORTH WEST: Acceso a J. Olivares 3 L 28 376 .074 1.00 5.8 A 4 R 2 27 .074 1.00 5.8 A ------------------------------------------ ALL MOVS: 30 403 .074 5.8 A --------------------------------------------------------- WEST: Ruta G-260 (poniente) 5 L 8 32 .250* 1.00 2.5 A 6 T 331 1342 .247 1.00 2.5 A ------------------------------------------ ALL MOVS: 339 1374 .250 2.5 A ------------------------------------------ INTERSECTION: 675 3157 .250 1.5 A ---------------------------------------------------------



* Maximum v/c ratio, or critical green periods 1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:44 AM, 10 Oct 2005 Interseccion Ruta G-260 / Acceso a J. Olivares * R212PPT * Situacion con proyecto (operacion) 2012 (punta tarde) Intersection No.: 2 Unsignalised Intersection





Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R312PPM * Situacion con proyecto (operacion) 2012 (punta manana) Intersection No.: 3 Unsignalised Intersection

Table S.0 - TRAFFIC FLOW DATA (Flows in veh/hour as used by the program) ------------------------------------------------------------------------ Mov Left Through Right Flow Peak No. --------- --------- --------- Scale Hour LV HV LV HV LV HV Factor ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 3 0 0 152 239 0 0 1.00 1.00 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 4 0 0 200 192 0 0 1.00 1.00 ------------------------------------------------------------------------ SOUTH WEST: Lazo surponiente 1 15 8 0 0 0 0 1.00 1.00 2 0 0 0 0 150 72 1.00 1.00 ------------------------------------------------------------------------ Based on unit time = 60 minutes. Flow Scale and Peak Hour Factor effects included in flow values.1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:47 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R312PPM * Situacion con proyecto (operacion) 2012 (punta manana) Intersection No.: 3 Unsignalised Intersection

Table S.2 - MOVEMENT CAPACITY PARAMETERS ---------------------------------------------------------- Mov Arv Total Total Prac. Prac. Lane Deg. No. Flow Opng Cap. Deg. Spare Util Satn (veh Flow (veh Satn Cap. /h) (pcu/h) /h) xp (%) (%) x ---------------------------------------------------------- EAST: Ruta G-260 (oriente) 3 T 391 0 1148 .80 135 100 .341 ---------------------------------------------------------- WEST: Ruta G-260 (poniente) 4 T 392 0 1242 .80 153 100 .316 ---------------------------------------------------------- SOUTH WEST: Lazo surponiente


1 L 23 783 65 .80 126 100 .354* 2 R 222 392 627 .80 126 100 .354* ----------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:47 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R312PPM * Situacion con proyecto (operacion) 2012 (punta manana) Intersection No.: 3 Unsignalised Intersection


Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 3 T .00 .0 0 .00 .0 0 7.82 50.0 82.1 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 4 T .00 .0 0 .00 .0 0 7.84 50.0 82.1 ------------------------------------------------------------------------ SOUTH WEST: Lazo surponiente 1 L .02 3.3 11 .48 .6 5 .72 38.6 72.5 2 R .21 3.3 106 .48 .6 5 5.08 56.8 68.3 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:47 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R312PPM * Situacion con proyecto (operacion) 2012 (punta manana) Intersection No.: 3 Unsignalised Intersection



EAST: Ruta G-260 (oriente) 391 .00 .0 0 .00 7.82 50.0 82.1 32099.8 ----------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 392 .00 .0 0 .00 7.84 50.0 82.1 32181.9 ----------------------------------------------------------------------- SOUTH WEST: Lazo surponiente 245 .23 3.3 117 .48 5.79 54.4 68.7 16819.3 ----------------------------------------------------------------------- ALL GROUPS: 1028 .23 .8 117 .11 21.45 51.0 78.9 81101.0 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:47 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R312PPM * Situacion con proyecto (operacion) 2012 (punta manana) Intersection No.: 3 Unsignalised Intersection

Table S.7 - LANE PERFORMANCE ---------------------------------------------------------------- Arv Back of Flow Cap Deg. Aver. Stop Q u e u e Short Lane Mov (veh (veh Satn Delay Rate ----------- Lane No. No. /h) /h) x (sec) (vehs) (m) (m) ---------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 3 391 1148 .341 .0 .00 .0 0 ---------------------------------------------------------------- WEST: Ruta G-260 (poniente) 1 T 4 392 1242 .316 .0 .00 .0 0 ---------------------------------------------------------------- SOUTH WEST: Lazo surponiente 1 LR 1, 245 692 .354 3.3 .48 .6 5 2 ---------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:47 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R312PPM * Situacion con proyecto (operacion) 2012 (punta manana) Intersection No.: 3 Unsignalised Intersection

Table S.8 - LANE FLOW AND CAPACITY INFORMATION


------------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x %


* *********** 4 0 392 0 392 1850 1242 0 0 1242 .316 100 * ------------------------------------------------------------------------------ SOUTH WEST: Lazo surponiente Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * ****** 1, 23 0 222 245 1850 692 0 60 692 .354 100 * 2 *** * ------------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:47 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R312PPM * Situacion con proyecto (operacion) 2012 (punta manana) Intersection No.: 3 Unsignalised Intersection



------------------------------------------------------------------ Aver. Stop Longest Perf. Mov Mov Arv Total Lane Deg. Delay Rate Queue Index No. Typ Flow Cap. Util Satn (veh (veh (sec) (veh) /h) /h) (%) x ------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 3 T 391 1148 100 .341 .0 .00 .0 7.82 ------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 4 T 392 1242 100 .316 .0 .00 .0 7.84 ------------------------------------------------------------------ SOUTH WEST: Lazo surponiente 1 L 23 65 100 .354* 3.3 .48 .6 .72 2 R 222 627 100 .354* 3.3 .48 .6 5.08 ------------------------------------------------------------------

* Maximum degree of saturation Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:47 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R312PPM * Situacion con proyecto (operacion) 2012 (punta manana) Intersection No.: 3 Unsignalised Intersection

Table S.12 - FUEL CONSUMPTION, EMISSIONS AND COST ------------------------------------------------------------------------- Mov Fuel Consumption HC NOX CO CO2 COST No. Rate Total Total Total Total Total Total mL/km L/h g/h g/h g/h kg/h c/h ------------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 3 T 82.1 32 99 105 2166 80 7462 ---------------------------------------------------------- ALL MOVS: 82.1 32 99 105 2166 80 7462 ------------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 4 T 82.1 32 99 105 2171 80 7481 ---------------------------------------------------------- ALL MOVS: 82.1 32 99 105 2171 80 7481 ------------------------------------------------------------------------- SOUTH WEST: Lazo surponiente 1 L 72.5 2 7 2 107 4 505 2 R 68.3 15 62 32 904 38 3807 ---------------------------------------------------------- ALL MOVS: 68.7 17 69 34 1011 42 4311 ---------------------------------------------------------- INTERSECTION: 78.9 81 267 245 5348 203 19255


-------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:47 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R312PPM * Situacion con proyecto (operacion) 2012 (punta manana) Intersection No.: 3 Unsignalised Intersection

Table S.15 - CAPACITY AND LEVEL OF SERVICE (HCM METHOD) --------------------------------------------------------- Mov Mov Total Total Deg. Prog. Aver. LOS No. Typ Flow Cap. of Factor Delay (veh (veh Satn /h) /h) (v/c) (sec) --------------------------------------------------------- EAST: Ruta G-260 (oriente) 3 T 391 1148 .341 1.00 .0 A ------------------------------------------ ALL MOVS: 391 1148 .341 .0 A --------------------------------------------------------- WEST: Ruta G-260 (poniente) 4 T 392 1242 .316 1.00 .0 A ------------------------------------------ ALL MOVS: 392 1242 .316 .0 A --------------------------------------------------------- SOUTH WEST: Lazo surponiente 1 L 23 65 .354* 1.00 3.3 A 2 R 222 627 .354* 1.00 3.3 A ------------------------------------------ ALL MOVS: 245 692 .354 3.3 A ------------------------------------------ INTERSECTION: 1028 3082 .354 .8 A ---------------------------------------------------------

Level of Service calculations are based on overall delay. * Maximum v/c ratio, or critical green periods 1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:47 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R312PPM * Situacion con proyecto (operacion) 2012 (punta manana) Intersection No.: 3 Unsignalised Intersection

DIAGNOSTIC REPORT ------------------------------------------------------------------------------ * Information about this run: Intersection Type: Unsignalised - Give Way Driving on the right-hand side of the road Input data specified in Metric units User level: Advanced


Default Values File No. 30 Flow period (for performance): 60 minutes Unit time (for volumes): 60 minutes * Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. ------------------------------------------------------------------------------




Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R312PPMD * Situacion con proyecto (operacion) 2012 (punta mediodia) Intersection No.: 3 Unsignalised Intersection

Table S.0 - TRAFFIC FLOW DATA (Flows in veh/hour as used by the program) ------------------------------------------------------------------------ Mov Left Through Right Flow Peak No. --------- --------- --------- Scale Hour LV HV LV HV LV HV Factor ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 3 0 0 193 241 0 0 1.00 1.00 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 4 0 0 174 238 0 0 1.00 1.00 ------------------------------------------------------------------------ SOUTH WEST: Lazo surponiente 1 18 2 0 0 0 0 1.00 1.00 2 0 0 0 0 242 76 1.00 1.00 ------------------------------------------------------------------------ Based on unit time = 60 minutes. Flow Scale and Peak Hour Factor effects included in flow values.1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:51 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R312PPMD * Situacion con proyecto (operacion) 2012 (punta mediodia) Intersection No.: 3 Unsignalised Intersection

Table S.2 - MOVEMENT CAPACITY PARAMETERS ---------------------------------------------------------- Mov Arv Total Total Prac. Prac. Lane Deg. No. Flow Opng Cap. Deg. Spare Util Satn (veh Flow (veh Satn Cap. /h) (pcu/h) /h) xp (%) (%) x ---------------------------------------------------------- EAST: Ruta G-260 (oriente) 3 T 434 0 1189 .80 119 100 .365 ---------------------------------------------------------- WEST: Ruta G-260 (poniente) 4 T 412 0 1173 .80 128 100 .351


---------------------------------------------------------- SOUTH WEST: Lazo surponiente 1 L 20 846 42 .80 68 100 .476 2 R 318 412 661 .80 66 100 .481* ----------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:51 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R312PPMD * Situacion con proyecto (operacion) 2012 (punta mediodia) Intersection No.: 3 Unsignalised Intersection


Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 3 T .00 .0 0 .00 .0 0 8.68 50.0 82.1 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 4 T .00 .0 0 .00 .0 0 8.24 50.0 82.1 ------------------------------------------------------------------------ SOUTH WEST: Lazo surponiente 1 L .02 4.2 10 .49 .8 6 .63 38.2 72.9 2 R .37 4.2 156 .49 .8 6 7.32 56.0 68.8 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:51 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R312PPMD * Situacion con proyecto (operacion) 2012 (punta mediodia) Intersection No.: 3 Unsignalised Intersection

Table S.6 - INTERSECTION PERFORMANCE -----------------------------------------------------------------------


Total Total Aver. Total Stop Perf. Aver. FUEL Flow Delay Delay Stops Rate Index Speed Rate Total (veh/h) (veh-h/h)(sec) (veh/h) (km/h) (mL/km) (mL/h) ----------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 434 .00 .0 0 .00 8.68 50.0 82.1 35629.9 ----------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 412 .00 .0 0 .00 8.24 50.0 82.1 33823.8 ----------------------------------------------------------------------- SOUTH WEST: Lazo surponiente 338 .40 4.2 166 .49 7.95 54.5 69.0 23322.1 ----------------------------------------------------------------------- ALL GROUPS: 1184 .40 1.2 166 .14 24.87 51.2 78.4 92775.8 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:51 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R312PPMD * Situacion con proyecto (operacion) 2012 (punta mediodia) Intersection No.: 3 Unsignalised Intersection

Table S.7 - LANE PERFORMANCE ---------------------------------------------------------------- Arv Back of Flow Cap Deg. Aver. Stop Q u e u e Short Lane Mov (veh (veh Satn Delay Rate ----------- Lane No. No. /h) /h) x (sec) (vehs) (m) (m) ---------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 3 434 1189 .365 .0 .00 .0 0 ---------------------------------------------------------------- WEST: Ruta G-260 (poniente) 1 T 4 412 1173 .351 .0 .00 .0 0 ---------------------------------------------------------------- SOUTH WEST: Lazo surponiente 1 LR 1, 338 703 .481 4.2 .49 .8 6 2 ---------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:51 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R312PPMD * Situacion con proyecto (operacion) 2012 (punta mediodia)





* *********** 4 0 412 0 412 1850 1173 0 0 1173 .351 100 * ------------------------------------------------------------------------------ SOUTH WEST: Lazo surponiente Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * ****** 1, 20 0 318 338 1850 703 0 60 703 .481 100 * 2 *** * ------------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:51 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R312PPMD *




* Maximum degree of saturation Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:51 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R312PPMD * Situacion con proyecto (operacion) 2012 (punta mediodia) Intersection No.: 3 Unsignalised Intersection

Table S.12 - FUEL CONSUMPTION, EMISSIONS AND COST ------------------------------------------------------------------------- Mov Fuel Consumption HC NOX CO CO2 COST No. Rate Total Total Total Total Total Total mL/km L/h g/h g/h g/h kg/h c/h ------------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 3 T 82.1 36 110 116 2404 89 8283 ---------------------------------------------------------- ALL MOVS: 82.1 36 110 116 2404 89 8283 ------------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 4 T 82.1 34 104 111 2282 85 7863 ---------------------------------------------------------- ALL MOVS: 82.1 34 104 111 2282 85 7863 -------------------------------------------------------------------------


SOUTH WEST: Lazo surponiente 1 L 72.9 1 6 2 94 4 442 2 R 68.8 22 90 47 1331 55 5506 ---------------------------------------------------------- ALL MOVS: 69.0 23 96 49 1426 58 5948 ---------------------------------------------------------- INTERSECTION: 78.4 93 310 276 6111 232 22094 -------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:51 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R312PPMD * Situacion con proyecto (operacion) 2012 (punta mediodia) Intersection No.: 3 Unsignalised Intersection

Table S.15 - CAPACITY AND LEVEL OF SERVICE (HCM METHOD) --------------------------------------------------------- Mov Mov Total Total Deg. Prog. Aver. LOS No. Typ Flow Cap. of Factor Delay (veh (veh Satn /h) /h) (v/c) (sec) --------------------------------------------------------- EAST: Ruta G-260 (oriente) 3 T 434 1189 .365 1.00 .0 A ------------------------------------------ ALL MOVS: 434 1189 .365 .0 A --------------------------------------------------------- WEST: Ruta G-260 (poniente) 4 T 412 1173 .351 1.00 .0 A ------------------------------------------ ALL MOVS: 412 1173 .351 .0 A --------------------------------------------------------- SOUTH WEST: Lazo surponiente 1 L 20 42 .476 1.00 4.2 A 2 R 318 661 .481* 1.00 4.2 A ------------------------------------------ ALL MOVS: 338 703 .481 4.2 A ------------------------------------------ INTERSECTION: 1184 3065 .481 1.2 A ---------------------------------------------------------

Level of Service calculations are based on overall delay. * Maximum v/c ratio, or critical green periods 1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:51 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R312PPMD * Situacion con proyecto (operacion) 2012 (punta mediodia) Intersection No.: 3 Unsignalised Intersection



Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R312PPT * Situacion con proyecto (operacion) 2012 (punta tarde) Intersection No.: 3 Unsignalised Intersection

Table S.0 - TRAFFIC FLOW DATA (Flows in veh/hour as used by the program) ------------------------------------------------------------------------ Mov Left Through Right Flow Peak No. --------- --------- --------- Scale Hour LV HV LV HV LV HV Factor ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 3 0 0 182 160 0 0 1.00 1.00 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 4 0 0 263 148 0 0 1.00 1.00 ------------------------------------------------------------------------ SOUTH WEST: Lazo surponiente 1 8 1 0 0 0 0 1.00 1.00 2 0 0 0 0 1134 62 1.00 1.00 ------------------------------------------------------------------------ Based on unit time = 60 minutes. Flow Scale and Peak Hour Factor effects included in flow values.1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:54 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R312PPT * Situacion con proyecto (operacion) 2012 (punta tarde) Intersection No.: 3 Unsignalised Intersection

Table S.2 - MOVEMENT CAPACITY PARAMETERS ---------------------------------------------------------- Mov Arv Total Total Prac. Prac. Lane Deg. No. Flow Opng Cap. Deg. Spare Util Satn (veh Flow (veh Satn Cap. /h) (pcu/h) /h) xp (%) (%) x ---------------------------------------------------------- EAST: Ruta G-260 (oriente) 3 T 342 0 1260 .80 195 100 .271 ---------------------------------------------------------- WEST: Ruta G-260 (poniente) 4 T 411 0 1360 .80 165 100 .302 ---------------------------------------------------------- SOUTH WEST: Lazo surponiente


1 L 9 753 6 .80 -47 100 1.500 2 R 1196 411 763 .80 -49 100 1.567* ----------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:54 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R312PPT * Situacion con proyecto (operacion) 2012 (punta tarde) Intersection No.: 3 Unsignalised Intersection


Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 3 T .00 .0 0 .00 .0 0 6.84 50.0 82.1 ------------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 4 T .00 .0 0 .00 .0 0 8.22 50.0 82.1 ------------------------------------------------------------------------ SOUTH WEST: Lazo surponiente 1 L 2.58 1030.2 9 1.00 219.9 1388 4.49 3.2 254.2 2 R 342.25 1030.2 1196 1.00 219.9 1388 587.08 3.3 250.3 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:54 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R312PPT * Situacion con proyecto (operacion) 2012 (punta tarde) Intersection No.: 3 Unsignalised Intersection



EAST: Ruta G-260 (oriente) 342 .00 .0 0 .00 6.84 50.0 82.1 28077.0 ----------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 411 .00 .0 0 .00 8.22 50.0 82.1 33741.7 ----------------------------------------------------------------------- SOUTH WEST: Lazo surponiente 1205 344.82 1030.2 1205 1.00 591.57 3.3 250.3 301605.7 ----------------------------------------------------------------------- ALL GROUPS: 1958 344.82 634.0 1205 .62 606.63 5.2 185.6 363424.4 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:54 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R312PPT * Situacion con proyecto (operacion) 2012 (punta tarde) Intersection No.: 3 Unsignalised Intersection

Table S.7 - LANE PERFORMANCE ---------------------------------------------------------------- Arv Back of Flow Cap Deg. Aver. Stop Q u e u e Short Lane Mov (veh (veh Satn Delay Rate ----------- Lane No. No. /h) /h) x (sec) (vehs) (m) (m) ---------------------------------------------------------------- EAST: Ruta G-260 (oriente) 1 T 3 342 1260 .271 .0 .00 .0 0 ---------------------------------------------------------------- WEST: Ruta G-260 (poniente) 1 T 4 411 1360 .302 .0 .00 .0 0 ---------------------------------------------------------------- SOUTH WEST: Lazo surponiente 1 LR 1, 1205 768 1.568 1030.2 1.00 219.9 1388 2 ---------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:54 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R312PPT * Situacion con proyecto (operacion) 2012 (punta tarde) Intersection No.: 3 Unsignalised Intersection

Table S.8 - LANE FLOW AND CAPACITY INFORMATION


------------------------------------------------------------------------------ EAST: Ruta G-260 (oriente) Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x %


* *********** 4 0 411 0 411 1850 1360 0 0 1360 .302 100 * ------------------------------------------------------------------------------ SOUTH WEST: Lazo surponiente Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * ****** 1, 9 0 1196 1205 1850 768 0 60 768 1.568 100 * 2 *** * ------------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:54 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R312PPT * Situacion con proyecto (operacion) 2012 (punta tarde) Intersection No.: 3 Unsignalised Intersection



------------------------------------------------------------------ Aver. Stop Longest Perf. Mov Mov Arv Total Lane Deg. Delay Rate Queue Index No. Typ Flow Cap. Util Satn (veh (veh (sec) (veh) /h) /h) (%) x ------------------------------------------------------------------ EAST: Ruta G-260 (oriente) 3 T 342 1260 100 .271 .0 .00 .0 6.84 ------------------------------------------------------------------ WEST: Ruta G-260 (poniente) 4 T 411 1360 100 .302 .0 .00 .0 8.22 ------------------------------------------------------------------ SOUTH WEST: Lazo surponiente 1 L 9 6 100 1.500 1030.2 1.00 219.9 4.49 2 R 1196 763 100 1.567*1030.2 1.00 219.9 587.08 ------------------------------------------------------------------

* Maximum degree of saturation Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:54 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R312PPT * Situacion con proyecto (operacion) 2012 (punta tarde) Intersection No.: 3 Unsignalised Intersection

Table S.12 - FUEL CONSUMPTION, EMISSIONS AND COST ------------------------------------------------------------------------- Mov Fuel Consumption HC NOX CO CO2 COST No. Rate Total Total Total Total Total Total mL/km L/h g/h g/h g/h kg/h c/h ------------------------------------------------------------------------- EAST: Ruta G-260 (oriente) 3 T 82.1 28 87 92 1894 70 6527 ---------------------------------------------------------- ALL MOVS: 82.1 28 87 92 1894 70 6527 ------------------------------------------------------------------------- WEST: Ruta G-260 (poniente) 4 T 82.1 34 104 110 2276 84 7844 ---------------------------------------------------------- ALL MOVS: 82.1 34 104 110 2276 84 7844 ------------------------------------------------------------------------- SOUTH WEST: Lazo surponiente 1 L 254.2 2 11 4 152 6 919 2 R 250.3 299 1463 682 22452 748 115256 ---------------------------------------------------------- ALL MOVS: 250.3 302 1474 687 22605 754 116174 ---------------------------------------------------------- INTERSECTION: 185.6 363 1665 889 26775 909 130545


-------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:54 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R312PPT * Situacion con proyecto (operacion) 2012 (punta tarde) Intersection No.: 3 Unsignalised Intersection

Table S.15 - CAPACITY AND LEVEL OF SERVICE (HCM METHOD) --------------------------------------------------------- Mov Mov Total Total Deg. Prog. Aver. LOS No. Typ Flow Cap. of Factor Delay (veh (veh Satn /h) /h) (v/c) (sec) --------------------------------------------------------- EAST: Ruta G-260 (oriente) 3 T 342 1260 .271 1.00 .0 A ------------------------------------------ ALL MOVS: 342 1260 .271 .0 A --------------------------------------------------------- WEST: Ruta G-260 (poniente) 4 T 411 1360 .302 1.00 .0 A ------------------------------------------ ALL MOVS: 411 1360 .302 .0 A --------------------------------------------------------- SOUTH WEST: Lazo surponiente 1 L 9 6 1.500 1.00 1030.2 F 2 R 1196 763 1.567* 1.00 1030.2 F ------------------------------------------ ALL MOVS: 1205 769 1.567 1030.2 F ------------------------------------------ INTERSECTION: 1958 3389 1.567 634.0 F ---------------------------------------------------------

Level of Service calculations are based on overall delay. * Maximum v/c ratio, or critical green periods 1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:54 AM, 10 Oct 2005 Interseccion Ruta G-260 / Lazo surponiente enlace Rinconada * R312PPT * Situacion con proyecto (operacion) 2012 (punta tarde) Intersection No.: 3 Unsignalised Intersection

DIAGNOSTIC REPORT ------------------------------------------------------------------------------ * Information about this run: Intersection Type: Unsignalised - Give Way Driving on the right-hand side of the road Input data specified in Metric units User level: Advanced


Default Values File No. 30 Flow period (for performance): 60 minutes Unit time (for volumes): 60 minutes * Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. ------------------------------------------------------------------------------



-----------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:57 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R412PPM * Situacion con proyecto (operacion) 2012 (punta manana) Intersection No.: 4 Roundabout

Table R.1 - ROUNDABOUT GAP ACCEPTANCE PARAMETERS --------------------------------------------------------------------- Turn Lane Lane Circ/ Intra- Prop. Critical Follow No. Type Exit Bunch Bunched Gap Up Flow Headway Vehicles (s) Headway (pcu/h) (s) (s) --------------------------------------------------------------------- EAST: Avda. Rinconada oriente Left 1 Dominant 300 1.0 .313 4.74 2.66 Thru 1 Dominant 300 1.0 .313 4.74 2.66 Right 1 Dominant 0 1.0 1.000 .00U .00U 2 Subdominant 651 1.0 .386 5.83 3.49 --------------------------------------------------------------------- WEST: Avda. Rinconada Poniente Left 1 Subdominant 300 1.0 .313 4.93 2.77 Thru 1 Subdominant 300 1.0 .313 4.93 2.77 2 Dominant 300 1.0 .313 4.74 2.66 Right 2 Dominant 0 1.0 1.000 .00U .00U --------------------------------------------------------------------- SOUTH WEST: Calle Antofagasta Thru 1 Dominant 300 1.0 .313 5.44 3.06 Right 1 Dominant 634 1.0 .382 4.90 2.93 --------------------------------------------------------------------- U User specified critical gap or follow-up headway for an entry stream 1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:57 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R412PPM * Situacion con proyecto (operacion) 2012 (punta manana) Intersection No.: 4 Roundabout

Table S.2 - MOVEMENT CAPACITY PARAMETERS ---------------------------------------------------------- Mov Arv Total Total Prac. Prac. Lane Deg. No. Flow Opng Cap. Deg. Spare Util Satn (veh Flow (veh Satn Cap. /h) (pcu/h) /h) xp (%) (%) x ---------------------------------------------------------- EAST: Avda. Rinconada oriente 3 L 58 300 27 .85 -60 100 2.148* 41 T 1858E 300 868 .85 -60 47 2.140 42 R 550 651 550 .85 -15 47 1.001 ----------------------------------------------------------


WEST: Avda. Rinconada Poniente 7 L 148 300 418 .85 140 100 .354 5 T 337 300 951 .85 140 100 .354 6 R 115 0 325 .85 140 100 .354 ---------------------------------------------------------- SOUTH WEST: Calle Antofagasta 2 R 68 634 116 .85 45 100 .586 1 T 402 300 684 .85 45 100 .588 ---------------------------------------------------------- E "Excess" flow from the short lane of an adjacent movement added to normal flow 1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:57 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R412PPM * Situacion con proyecto (operacion) 2012 (punta manana) Intersection No.: 4 Roundabout


Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Avda. Rinconada oriente 3 L 49.55 3075.2 58 1.00 764.4 4888 73.30 .2 322.1 41 T 1586.74 3075.2 1858 1.00 764.4 4888 2347.64 .2 322.1 42 R 13.05 85.3 550 1.00 8.1 50 26.98 7.0 215.2 ------------------------------------------------------------------------ WEST: Avda. Rinconada Poniente 7 L .06 1.6 43 .29 .3 3 1.22 36.8 105.2 5 T 1.52 16.3 134 .40 6.3 53 8.25 21.0 117.7 6 R .77 24.2 52 .45 6.3 53 3.81 17.1 124.4 ------------------------------------------------------------------------ SOUTH WEST: Calle Antofagasta 2 R .06 3.4 29 .43 .8 5 .68 33.6 111.1 1 T .38 3.4 162 .40 .8 5 3.94 33.6 110.6 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:57 AM, 10 Oct 2005



Table S.6 - INTERSECTION PERFORMANCE ----------------------------------------------------------------------- Total Total Aver. Total Stop Perf. Aver. FUEL Flow Delay Delay Stops Rate Index Speed Rate Total (veh/h) (veh-h/h)(sec) (veh/h) (km/h) (mL/km) (mL/h) ----------------------------------------------------------------------- EAST: Avda. Rinconada oriente 2466 1649.33 2407.8 2466 1.00 2447.93 .3 298.2 147073.2 ----------------------------------------------------------------------- WEST: Avda. Rinconada Poniente 600 2.36 14.2 229 .38 13.29 22.4 115.9 13911.4 ----------------------------------------------------------------------- SOUTH WEST: Calle Antofagasta 470 .45 3.4 192 .41 4.62 33.6 110.6 10400.6 ----------------------------------------------------------------------- ALL GROUPS: 3536 1652.14 1682.0 2886 .82 2465.83 .4 242.3 171385.1 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:57 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R412PPM * Situacion con proyecto (operacion) 2012 (punta manana) Intersection No.: 4 Roundabout

Table S.7 - LANE PERFORMANCE ---------------------------------------------------------------- Arv Back of Flow Cap Deg. Aver. Stop Q u e u e Short Lane Mov (veh (veh Satn Delay Rate ----------- Lane No. No. /h) /h) x (sec) (vehs) (m) (m) ---------------------------------------------------------------- EAST: Avda. Rinconada oriente 1 LTR 3, 1916 895 2.140 3075.2 1.00 764.4 4888 41 2 R 41, 550 550 1.000 85.3 1.00 8.1 50< 50 42 ---------------------------------------------------------------- WEST: Avda. Rinconada Poniente 1 LT 7, 266 750 .354 1.6 .29 .3 3 5 2 TR 5, 334 944 .354 24.2 .45 6.3 53 6


---------------------------------------------------------------- SOUTH WEST: Calle Antofagasta 1 TR 1, 470 799 .588 3.4 .43 .8 5 2 ---------------------------------------------------------------- < Short lane capacity is reached and there is excess flow into an adjacent lane Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:57 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R412PPM * Situacion con proyecto (operacion) 2012 (punta manana) Intersection No.: 4 Roundabout

Table S.8 - LANE FLOW AND CAPACITY INFORMATION ------------------------------------------------------------------------------ EAST: Avda. Rinconada oriente Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * * ****** **** 3, 58 296 1562E1916 1850 895 0 60 895 2.140 100 * * 41 *** * ****** 41, 0 0 550 550 1850 550 0 60 550 1.000 47 * 42 Prog *** * ------------------------------------------------------------------------------ WEST: Avda. Rinconada Poniente Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * ***


* * ****** **** 7, 148 118 0 266 1850 750 0 60 750 .354 100 * 5 * ****** **** 5, 0 219 115 334 1850 944 0 0 944 .354 100 * * 6 *** * ------------------------------------------------------------------------------ SOUTH WEST: Calle Antofagasta Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * ****** **** 1, 0 402 68 470 1850 799 0 60 799 .588 100 * * 2 *** * ------------------------------------------------------------------------------ E "Excess" flow from the short lane of an adjacent movement Prog Lane under-utilisation found by the "Program" 1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:57 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R412PPM * Situacion con proyecto (operacion) 2012 (punta manana) Intersection No.: 4 Roundabout

Table S.10 - MOVEMENT CAPACITY AND PERFORMANCE SUMMARY ------------------------------------------------------------------ Aver. Stop Longest Perf. Mov Mov Arv Total Lane Deg. Delay Rate Queue Index No. Typ Flow Cap. Util Satn (veh (veh (sec) (veh) /h) /h) (%) x ------------------------------------------------------------------ EAST: Avda. Rinconada oriente 3 L 58 27 100 2.148*3075.2 1.00 764.4 73.30 41 T 1858E 868 47 2.140 3075.2 1.00 764.4 2347.64 42 R 550E 550 47 1.001 85.3 1.00 8.1 26.98 ------------------------------------------------------------------ WEST: Avda. Rinconada Poniente 7 L 148 418 100 .354 1.6 .29 .3 1.22 5 T 337 951 100 .354 16.3 .40 6.3 8.25 6 R 115 325 100 .354 24.2 .45 6.3 3.81 ------------------------------------------------------------------ SOUTH WEST: Calle Antofagasta


2 R 68 116 100 .586 3.4 .43 .8 .68 1 T 402 684 100 .588 3.4 .40 .8 3.94 ------------------------------------------------------------------ E "Excess" flow from the short lane of an adjacent movement added to normal flow

* Maximum degree of saturation Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:57 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R412PPM * Situacion con proyecto (operacion) 2012 (punta manana) Intersection No.: 4 Roundabout

Table S.12 - FUEL CONSUMPTION, EMISSIONS AND COST ------------------------------------------------------------------------- Mov Fuel Consumption HC NOX CO CO2 COST No. Rate Total Total Total Total Total Total mL/km L/h g/h g/h g/h kg/h c/h ------------------------------------------------------------------------- EAST: Avda. Rinconada oriente 3 L 322.1 4 17 12 368 9 1324 41 T 322.1 120 537 384 11793 299 42412 42 R 215.2 24 102 85 2659 59 7747 ---------------------------------------------------------- ALL MOVS: 298.2 147 655 481 14821 368 51483 ------------------------------------------------------------------------- WEST: Avda. Rinconada Poniente 7 L 105.2 3 11 11 308 8 835 5 T 117.7 8 29 28 822 20 2217 6 R 124.4 3 11 10 302 7 814 ---------------------------------------------------------- ALL MOVS: 115.9 14 51 48 1432 35 3866 ------------------------------------------------------------------------- SOUTH WEST: Calle Antofagasta 2 R 111.1 2 5 5 165 4 403 1 T 110.6 9 32 32 953 22 2379 ---------------------------------------------------------- ALL MOVS: 110.6 10 38 37 1118 26 2782 ---------------------------------------------------------- INTERSECTION: 242.3 171 744 567 17370 428 58131 -------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:57 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R412PPM * Situacion con proyecto (operacion) 2012 (punta manana) Intersection No.: 4 Roundabout


Table S.15 - CAPACITY AND LEVEL OF SERVICE (HCM METHOD) --------------------------------------------------------- Mov Mov Total Total Deg. Prog. Aver. LOS No. Typ Flow Cap. of Factor Delay (veh (veh Satn /h) /h) (v/c) (sec) --------------------------------------------------------- EAST: Avda. Rinconada oriente 3 L 58 27 2.148* 1.00 3075.2 F 41 T 1858E 868 2.140 1.00 3075.2 F 42 R 550E 550 1.001 1.00 85.3 F ------------------------------------------ ALL MOVS: 2466 1445 2.148 2407.8 F --------------------------------------------------------- WEST: Avda. Rinconada Poniente 7 L 148 418 .354 1.00 1.6 A 5 T 337 951 .354 1.00 16.3 B 6 R 115 325 .354 1.00 24.2 C ------------------------------------------ ALL MOVS: 600 1694 .354 14.2 B --------------------------------------------------------- SOUTH WEST: Calle Antofagasta 2 R 68 116 .586 1.00 3.4 A 1 T 402 684 .588 1.00 3.4 A ------------------------------------------ ALL MOVS: 470 800 .588 3.4 A ------------------------------------------ INTERSECTION: 3536 3939 2.148 1682.0 F ---------------------------------------------------------

Level of Service calculations are based on overall delay. * Maximum v/c ratio, or critical green periods 1 ARRB SIDRA 4.07 - Time and Date of Analysis 10:57 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R412PPM * Situacion con proyecto (operacion) 2012 (punta manana) Intersection No.: 4 Roundabout

DIAGNOSTIC REPORT ------------------------------------------------------------------------------ * Information about this run: Intersection Type: Roundabout Driving on the right-hand side of the road Input data specified in Metric units User level: Advanced Default Values File No. 30 Flow period (for performance): 60 minutes Unit time (for volumes): 60 minutes


* Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. ------------------------------------------------------------------------------






Table R.0 - ROUNDABOUT BASIC PARAMETERS ----------------------------------------------------------------------------- Circulating/Exiting Stream Cent Circ Insc No.of No.of Av.Ent ---------------------------------- Island Width Diam. Circ. Entry Lane Flow %HV Adjust. %Exit Cap. Diam Lanes Lanes Width (veh/ Flow Incl. Constr. (m) (m) (m) (m) h) (pcu/h) Effect ----------------------------------------------------------------------------- EAST: Avda. Rinconada oriente 18 7 32 2 2 3.50 300 .0 300 0 N ----------------------------------------------------------------------------- WEST: Avda. Rinconada Poniente 18 7 32 2 2 3.50 300 .0 300 0 N ----------------------------------------------------------------------------- SOUTH WEST: Calle Antofagasta


18 7 32 2 1 3.50 635 44.9 888 0 N -----------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 11:00 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R412PPMD * Situacion con proyecto (operacion) 2012 (punta mediodia) Intersection No.: 4 Roundabout

Table R.1 - ROUNDABOUT GAP ACCEPTANCE PARAMETERS --------------------------------------------------------------------- Turn Lane Lane Circ/ Intra- Prop. Critical Follow No. Type Exit Bunch Bunched Gap Up Flow Headway Vehicles (s) Headway (pcu/h) (s) (s) --------------------------------------------------------------------- EAST: Avda. Rinconada oriente Left 1 Dominant 300 1.0 .313 4.74 2.66 Thru 1 Dominant 300 1.0 .313 4.74 2.66 Right 2 Subdominant 591 1.0 .373 4.58 2.72 --------------------------------------------------------------------- WEST: Avda. Rinconada Poniente Left 1 Subdominant 300 1.0 .313 5.05 2.84 Thru 1 Subdominant 300 1.0 .313 5.05 2.84 2 Dominant 300 1.0 .313 4.74 2.66 Right 2 Dominant 0 1.0 1.000 .00U .00U --------------------------------------------------------------------- SOUTH WEST: Calle Antofagasta Thru 1 Dominant 300 1.0 .313 5.44 3.06 Right 1 Dominant 888 1.0 .435 4.50 2.83 --------------------------------------------------------------------- U User specified critical gap or follow-up headway for an entry stream 1 ARRB SIDRA 4.07 - Time and Date of Analysis 11:00 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R412PPMD * Situacion con proyecto (operacion) 2012 (punta mediodia) Intersection No.: 4 Roundabout

Table S.2 - MOVEMENT CAPACITY PARAMETERS ---------------------------------------------------------- Mov Arv Total Total Prac. Prac. Lane Deg. No. Flow Opng Cap. Deg. Spare Util Satn (veh Flow (veh Satn Cap. /h) (pcu/h) /h) xp (%) (%) x ---------------------------------------------------------- EAST: Avda. Rinconada oriente 3 L 61 300 163 .85 127 96 .374 41 T 263 300 704 .85 128 96 .374


42 R 249 591 640 .85 118 100 .389 ---------------------------------------------------------- WEST: Avda. Rinconada Poniente 7 L 203 300 430 .85 80 100 .472* 5 T 432 300 916 .85 80 100 .472* 6 R 90 0 191 .85 80 100 .471 ---------------------------------------------------------- SOUTH WEST: Calle Antofagasta 2 R 79 888 190 .85 104 100 .416 1 T 147 300 354 .85 105 100 .415 ----------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 11:00 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R412PPMD * Situacion con proyecto (operacion) 2012 (punta mediodia) Intersection No.: 4 Roundabout


Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Avda. Rinconada oriente 3 L .03 1.5 17 .28 .4 3 .49 36.9 103.7 41 T .11 1.5 75 .28 .4 3 2.13 36.9 103.7 42 R .22 3.2 118 .48 .6 5 2.70 33.9 113.0 ------------------------------------------------------------------------ WEST: Avda. Rinconada Poniente 7 L .11 2.0 64 .31 .4 3 1.72 36.0 108.5 5 T 1.35 11.2 161 .37 3.5 28 7.26 24.6 116.5 6 R .35 13.8 34 .38 3.5 28 1.72 22.6 118.6 ------------------------------------------------------------------------ SOUTH WEST: Calle Antofagasta 2 R .08 3.5 37 .47 .5 5 .86 33.6 115.3 1 T .14 3.5 67 .45 .5 5 1.59 33.6 114.9 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1


ARRB SIDRA 4.07 - Time and Date of Analysis 11:00 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R412PPMD * Situacion con proyecto (operacion) 2012 (punta mediodia) Intersection No.: 4 Roundabout

Table S.6 - INTERSECTION PERFORMANCE ----------------------------------------------------------------------- Total Total Aver. Total Stop Perf. Aver. FUEL Flow Delay Delay Stops Rate Index Speed Rate Total (veh/h) (veh-h/h)(sec) (veh/h) (km/h) (mL/km) (mL/h) ----------------------------------------------------------------------- EAST: Avda. Rinconada oriente 573 .36 2.3 210 .37 5.33 35.6 107.8 12351.5 ----------------------------------------------------------------------- WEST: Avda. Rinconada Poniente 725 1.81 9.0 259 .36 10.70 26.7 114.5 16607.4 ----------------------------------------------------------------------- SOUTH WEST: Calle Antofagasta 226 .22 3.5 104 .46 2.45 33.6 115.0 5200.2 ----------------------------------------------------------------------- ALL GROUPS: 1524 2.38 5.6 573 .38 18.48 30.5 112.1 34159.1 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 11:00 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R412PPMD * Situacion con proyecto (operacion) 2012 (punta mediodia) Intersection No.: 4 Roundabout

Table S.7 - LANE PERFORMANCE ---------------------------------------------------------------- Arv Back of Flow Cap Deg. Aver. Stop Q u e u e Short Lane Mov (veh (veh Satn Delay Rate ----------- Lane No. No. /h) /h) x (sec) (vehs) (m) (m) ---------------------------------------------------------------- EAST: Avda. Rinconada oriente 1 LT 3, 324 867 .374 1.5 .28 .4 3 41 2 R 41, 249 640 .389 3.2 .48 .6 5 50 42 ---------------------------------------------------------------- WEST: Avda. Rinconada Poniente 1 LT 7, 298 633 .472 2.0 .31 .4 3


5 2 TR 5, 427 905 .472 13.8 .38 3.5 28 6 ---------------------------------------------------------------- SOUTH WEST: Calle Antofagasta 1 TR 1, 226 545 .415 3.5 .47 .5 5 2 ---------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 11:00 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R412PPMD * Situacion con proyecto (operacion) 2012 (punta mediodia) Intersection No.: 4 Roundabout

Table S.8 - LANE FLOW AND CAPACITY INFORMATION ------------------------------------------------------------------------------ EAST: Avda. Rinconada oriente Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * * ****** **** 3, 61 263 0 324 1850 867 0 60 867 .374 96 * 41 Prog ****** 41, 0 0 249 249 1850 640 0 60 640 .389 100 * 42 *** * ------------------------------------------------------------------------------ WEST: Avda. Rinconada Poniente Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * *


****** **** 7, 203 95 0 298 1850 633 0 60 633 .472 100 * 5 * ****** **** 5, 0 337 90 427 1850 905 0 0 905 .472 100 * * 6 *** * ------------------------------------------------------------------------------ SOUTH WEST: Calle Antofagasta Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * ****** **** 1, 0 147 79 226 1850 545 0 60 545 .415 100 * * 2 *** * ------------------------------------------------------------------------------ Prog Lane under-utilisation found by the "Program" 1 ARRB SIDRA 4.07 - Time and Date of Analysis 11:00 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R412PPMD * Situacion con proyecto (operacion) 2012 (punta mediodia) Intersection No.: 4 Roundabout

Table S.10 - MOVEMENT CAPACITY AND PERFORMANCE SUMMARY ------------------------------------------------------------------ Aver. Stop Longest Perf. Mov Mov Arv Total Lane Deg. Delay Rate Queue Index No. Typ Flow Cap. Util Satn (veh (veh (sec) (veh) /h) /h) (%) x ------------------------------------------------------------------ EAST: Avda. Rinconada oriente 3 L 61 163 96 .374 1.5 .28 .4 .49 41 T 263 704 96 .374 1.5 .28 .4 2.13 42 R 249 640 100 .389 3.2 .48 .6 2.70 ------------------------------------------------------------------ WEST: Avda. Rinconada Poniente 7 L 203 430 100 .472* 2.0 .31 .4 1.72 5 T 432 916 100 .472* 11.2 .37 3.5 7.26 6 R 90 191 100 .471 13.8 .38 3.5 1.72 ------------------------------------------------------------------ SOUTH WEST: Calle Antofagasta 2 R 79 190 100 .416 3.5 .47 .5 .86


1 T 147 354 100 .415 3.5 .45 .5 1.59 ------------------------------------------------------------------

* Maximum degree of saturation Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 11:00 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R412PPMD * Situacion con proyecto (operacion) 2012 (punta mediodia) Intersection No.: 4 Roundabout

Table S.12 - FUEL CONSUMPTION, EMISSIONS AND COST ------------------------------------------------------------------------- Mov Fuel Consumption HC NOX CO CO2 COST No. Rate Total Total Total Total Total Total mL/km L/h g/h g/h g/h kg/h c/h ------------------------------------------------------------------------- EAST: Avda. Rinconada oriente 3 L 103.7 1 4 4 125 3 336 41 T 103.7 5 19 18 541 14 1449 42 R 113.0 6 20 21 631 14 1500 ---------------------------------------------------------- ALL MOVS: 107.8 12 44 44 1298 31 3285 ------------------------------------------------------------------------- WEST: Avda. Rinconada Poniente 7 L 108.5 4 16 15 437 11 1197 5 T 116.5 10 37 34 1024 25 2815 6 R 118.6 2 8 7 217 5 602 ---------------------------------------------------------- ALL MOVS: 114.5 17 61 57 1678 42 4614 ------------------------------------------------------------------------- SOUTH WEST: Calle Antofagasta 2 R 115.3 2 7 7 201 5 493 1 T 114.9 3 12 12 368 8 917 ---------------------------------------------------------- ALL MOVS: 115.0 5 19 19 568 13 1410 ---------------------------------------------------------- INTERSECTION: 112.1 34 124 119 3544 85 9309 -------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 11:00 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R412PPMD * Situacion con proyecto (operacion) 2012 (punta mediodia) Intersection No.: 4 Roundabout


Table S.15 - CAPACITY AND LEVEL OF SERVICE (HCM METHOD) --------------------------------------------------------- Mov Mov Total Total Deg. Prog. Aver. LOS No. Typ Flow Cap. of Factor Delay (veh (veh Satn /h) /h) (v/c) (sec) --------------------------------------------------------- EAST: Avda. Rinconada oriente 3 L 61 163 .374 1.00 1.5 A 41 T 263 704 .374 1.00 1.5 A 42 R 249 640 .389 1.00 3.2 A ------------------------------------------ ALL MOVS: 573 1507 .389 2.3 A --------------------------------------------------------- WEST: Avda. Rinconada Poniente 7 L 203 430 .472* 1.00 2.0 A 5 T 432 916 .472* 1.00 11.2 B 6 R 90 191 .471 1.00 13.8 B ------------------------------------------ ALL MOVS: 725 1537 .472 9.0 B --------------------------------------------------------- SOUTH WEST: Calle Antofagasta 2 R 79 190 .416 1.00 3.5 A 1 T 147 354 .415 1.00 3.5 A ------------------------------------------ ALL MOVS: 226 544 .416 3.5 A ------------------------------------------ INTERSECTION: 1524 3590 .472 5.6 A ---------------------------------------------------------

Level of Service calculations are based on overall delay. * Maximum v/c ratio, or critical green periods 1 ARRB SIDRA 4.07 - Time and Date of Analysis 11:00 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R412PPMD * Situacion con proyecto (operacion) 2012 (punta mediodia) Intersection No.: 4 Roundabout

DIAGNOSTIC REPORT ------------------------------------------------------------------------------ * Information about this run: Intersection Type: Roundabout Driving on the right-hand side of the road Input data specified in Metric units User level: Advanced Default Values File No. 30 Flow period (for performance): 60 minutes Unit time (for volumes): 60 minutes


* Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. ------------------------------------------------------------------------------



-----------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 11:03 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R412PPT * Situacion con proyecto (operacion) 2012 (punta tarde) Intersection No.: 4 Roundabout

Table R.1 - ROUNDABOUT GAP ACCEPTANCE PARAMETERS --------------------------------------------------------------------- Turn Lane Lane Circ/ Intra- Prop. Critical Follow No. Type Exit Bunch Bunched Gap Up Flow Headway Vehicles (s) Headway (pcu/h) (s) (s) --------------------------------------------------------------------- EAST: Avda. Rinconada oriente Left 1 Dominant 300 1.0 .313 4.74 2.66 Thru 1 Dominant 300 1.0 .313 4.74 2.66 Right 2 Subdominant 475 1.0 .349 4.58 2.66 --------------------------------------------------------------------- WEST: Avda. Rinconada Poniente Left 1 Subdominant 300 1.0 .313 4.90 2.76 Thru 1 Subdominant 300 1.0 .313 4.90 2.76 2 Dominant 300 1.0 .313 4.74 2.66 Right 2 Dominant 0 1.0 1.000 .00U .00U --------------------------------------------------------------------- SOUTH WEST: Calle Antofagasta Thru 1 Dominant 300 1.0 .313 5.44 3.06 Right 1 Dominant 1439 1.0 .550 3.71 2.61 --------------------------------------------------------------------- U User specified critical gap or follow-up headway for an entry stream 1 ARRB SIDRA 4.07 - Time and Date of Analysis 11:03 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R412PPT * Situacion con proyecto (operacion) 2012 (punta tarde) Intersection No.: 4 Roundabout

Table S.2 - MOVEMENT CAPACITY PARAMETERS ---------------------------------------------------------- Mov Arv Total Total Prac. Prac. Lane Deg. No. Flow Opng Cap. Deg. Spare Util Satn (veh Flow (veh Satn Cap. /h) (pcu/h) /h) xp (%) (%) x ---------------------------------------------------------- EAST: Avda. Rinconada oriente 3 L 138 300 353 .85 117 100 .391 41 T 227 300 580 .85 117 100 .391 42 R 327 475 832 .85 116 100 .393 ---------------------------------------------------------- WEST: Avda. Rinconada Poniente


7 L 124 300 160 .85 10 100 .775* 5 T 1198 300 1550 .85 10 100 .773 6 R 240 0 311 .85 10 100 .772 ---------------------------------------------------------- SOUTH WEST: Calle Antofagasta 2 R 96 1439 187 .85 66 100 .513 1 T 185 300 360 .85 65 100 .514 ----------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 11:03 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R412PPT * Situacion con proyecto (operacion) 2012 (punta tarde) Intersection No.: 4 Roundabout


Table S.5 - MOVEMENT PERFORMANCE ------------------------------------------------------------------------ Mov Total Aver. Total Stop Longest Que Perf. Aver. FUEL No. Delay Delay Stops Rate per Lane Index Speed (veh-h/h)(sec) (veh/h) (vehs) (m) (km/h) (mL/km) ------------------------------------------------------------------------ EAST: Avda. Rinconada oriente 3 L .06 1.5 39 .29 .4 3 1.12 36.9 103.3 41 T .10 1.5 65 .29 .4 3 1.84 36.9 103.3 42 R .23 2.5 132 .40 .6 4 3.17 35.2 108.2 ------------------------------------------------------------------------ WEST: Avda. Rinconada Poniente 7 L .15 4.4 63 .51 1.1 8 1.32 32.2 118.0 5 T 8.49 25.5 665 .56 14.0 95 29.16 16.5 146.6 6 R 2.99 44.8 137 .57 14.0 95 8.82 11.5 169.0 ------------------------------------------------------------------------ SOUTH WEST: Calle Antofagasta 2 R .15 5.6 59 .62 .8 7 1.25 30.5 122.0 1 T .29 5.6 103 .56 .8 7 2.35 30.5 120.5 ------------------------------------------------------------------------ Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 11:03 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R412PPT * Situacion con proyecto (operacion) 2012 (punta tarde) Intersection No.: 4


Roundabout

Table S.6 - INTERSECTION PERFORMANCE ----------------------------------------------------------------------- Total Total Aver. Total Stop Perf. Aver. FUEL Flow Delay Delay Stops Rate Index Speed Rate Total (veh/h) (veh-h/h)(sec) (veh/h) (km/h) (mL/km) (mL/h) ----------------------------------------------------------------------- EAST: Avda. Rinconada oriente 692 .38 2.0 236 .34 6.12 36.0 105.6 14617.1 ----------------------------------------------------------------------- WEST: Avda. Rinconada Poniente 1562 11.63 26.8 865 .55 39.29 16.1 147.8 46160.8 ----------------------------------------------------------------------- SOUTH WEST: Calle Antofagasta 281 .44 5.6 163 .58 3.59 30.5 121.0 6800.5 ----------------------------------------------------------------------- ALL GROUPS: 2535 12.45 17.7 1264 .50 49.01 20.2 133.3 67578.4 ----------------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 11:03 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R412PPT * Situacion con proyecto (operacion) 2012 (punta tarde) Intersection No.: 4 Roundabout

Table S.7 - LANE PERFORMANCE ---------------------------------------------------------------- Arv Back of Flow Cap Deg. Aver. Stop Q u e u e Short Lane Mov (veh (veh Satn Delay Rate ----------- Lane No. No. /h) /h) x (sec) (vehs) (m) (m) ---------------------------------------------------------------- EAST: Avda. Rinconada oriente 1 LT 3, 365 933 .391 1.5 .29 .4 3 41 2 R 41, 327 832 .393 2.5 .40 .6 4 50 42 ---------------------------------------------------------------- WEST: Avda. Rinconada Poniente 1 LT 7, 696 901 .773 4.4 .51 1.1 8 5 2 TR 5, 866 1120 .773 44.8 .57 14.0 95 6 ---------------------------------------------------------------- SOUTH WEST: Calle Antofagasta 1 TR 1, 281 547 .514 5.6 .62 .8 7


2 ---------------------------------------------------------------- Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 11:03 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R412PPT * Situacion con proyecto (operacion) 2012 (punta tarde) Intersection No.: 4 Roundabout

Table S.8 - LANE FLOW AND CAPACITY INFORMATION ------------------------------------------------------------------------------ EAST: Avda. Rinconada oriente Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * * ****** **** 3, 138 227 0 365 1850 933 0 60 933 .391 100 * 41 ****** 41, 0 0 327 327 1850 832 0 60 832 .393 100 * 42 *** * ------------------------------------------------------------------------------ WEST: Avda. Rinconada Poniente Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * *** * * ****** **** 7, 124 572 0 696 1850 901 0 60 901 .773 100 * 5 * ****** **** 5, 0 626 240 866 1850 1120 0 0 1120 .773 100 * * 6 *** *


------------------------------------------------------------------------------ SOUTH WEST: Calle Antofagasta Saturation Flow Min Tot Effective Arv Flow (veh/h) --------------- Cap Cap Deg. Lane Lane Use Mov ------------------ Basic Aver(veh) (veh (veh Satn Util No. Lef Thru Rig Tot (tcu) 1st 2nd /h) /h) x % * ****** **** 1, 0 185 96 281 1850 547 0 60 547 .514 100 * * 2 *** * ------------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 11:03 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R412PPT * Situacion con proyecto (operacion) 2012 (punta tarde) Intersection No.: 4 Roundabout

Table S.10 - MOVEMENT CAPACITY AND PERFORMANCE SUMMARY ------------------------------------------------------------------ Aver. Stop Longest Perf. Mov Mov Arv Total Lane Deg. Delay Rate Queue Index No. Typ Flow Cap. Util Satn (veh (veh (sec) (veh) /h) /h) (%) x ------------------------------------------------------------------ EAST: Avda. Rinconada oriente 3 L 138 353 100 .391 1.5 .29 .4 1.12 41 T 227 580 100 .391 1.5 .29 .4 1.84 42 R 327 832 100 .393 2.5 .40 .6 3.17 ------------------------------------------------------------------ WEST: Avda. Rinconada Poniente 7 L 124 160 100 .775* 4.4 .51 1.1 1.32 5 T 1198 1550 100 .773 25.5 .56 14.0 29.16 6 R 240 311 100 .772 44.8 .57 14.0 8.82 ------------------------------------------------------------------ SOUTH WEST: Calle Antofagasta 2 R 96 187 100 .513 5.6 .62 .8 1.25 1 T 185 360 100 .514 5.6 .56 .8 2.35 ------------------------------------------------------------------

* Maximum degree of saturation Stop Rate is proportion of stopped vehicles including queueing effects. Geometric delays not included. 1 ARRB SIDRA 4.07 - Time and Date of Analysis 11:03 AM, 10 Oct 2005



Table S.12 - FUEL CONSUMPTION, EMISSIONS AND COST ------------------------------------------------------------------------- Mov Fuel Consumption HC NOX CO CO2 COST No. Rate Total Total Total Total Total Total mL/km L/h g/h g/h g/h kg/h c/h ------------------------------------------------------------------------- EAST: Avda. Rinconada oriente 3 L 103.3 3 10 10 284 7 754 41 T 103.3 5 17 16 467 12 1240 42 R 108.2 7 25 26 768 18 1865 ---------------------------------------------------------- ALL MOVS: 105.6 15 52 51 1519 37 3860 ------------------------------------------------------------------------- WEST: Avda. Rinconada Poniente 7 L 118.0 3 11 11 331 7 794 5 T 146.6 35 139 123 3748 88 10523 6 R 169.0 8 33 27 829 20 2563 ---------------------------------------------------------- ALL MOVS: 147.8 46 183 162 4908 115 13880 ------------------------------------------------------------------------- SOUTH WEST: Calle Antofagasta 2 R 122.0 2 9 9 280 6 632 1 T 120.5 4 17 17 513 11 1214 ---------------------------------------------------------- ALL MOVS: 121.0 7 25 26 793 17 1846 ---------------------------------------------------------- INTERSECTION: 133.3 68 260 239 7220 169 19585 -------------------------------------------------------------------------1 ARRB SIDRA 4.07 - Time and Date of Analysis 11:03 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R412PPT * Situacion con proyecto (operacion) 2012 (punta tarde) Intersection No.: 4 Roundabout

Table S.15 - CAPACITY AND LEVEL OF SERVICE (HCM METHOD) --------------------------------------------------------- Mov Mov Total Total Deg. Prog. Aver. LOS No. Typ Flow Cap. of Factor Delay (veh (veh Satn /h) /h) (v/c) (sec) --------------------------------------------------------- EAST: Avda. Rinconada oriente 3 L 138 353 .391 1.00 1.5 A 41 T 227 580 .391 1.00 1.5 A 42 R 327 832 .393 1.00 2.5 A


------------------------------------------ ALL MOVS: 692 1765 .393 2.0 A --------------------------------------------------------- WEST: Avda. Rinconada Poniente 7 L 124 160 .775* 1.00 4.4 A 5 T 1198 1550 .773 1.00 25.5 C 6 R 240 311 .772 1.00 44.8 D ------------------------------------------ ALL MOVS: 1562 2021 .775 26.8 C --------------------------------------------------------- SOUTH WEST: Calle Antofagasta 2 R 96 187 .513 1.00 5.6 A 1 T 185 360 .514 1.00 5.6 A ------------------------------------------ ALL MOVS: 281 547 .514 5.6 A ------------------------------------------ INTERSECTION: 2535 4333 .775 17.7 B ---------------------------------------------------------

Level of Service calculations are based on overall delay. * Maximum v/c ratio, or critical green periods 1 ARRB SIDRA 4.07 - Time and Date of Analysis 11:03 AM, 10 Oct 2005 Rotonda frente calle Antofagasta * R412PPT * Situacion con proyecto (operacion) 2012 (punta tarde) Intersection No.: 4 Roundabout



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