Actuated Coordinated Signalized System: Phase I Oversaturated Conditions: Phase II Cycle-by-Cycle Analysis

Khatib, Zaher; Abdel-Rahim, Ahmed; Judd, Geoffrey; Jagarapu, Krishnakanth; University of Idaho; National Institute for Advanced Transportation Technology (NIATT) (U.S.)

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Actuated Coordinated Signalized System: Phase I Oversaturated Conditions: Phase II Cycle-by-Cycle Analysis

2001-11-01
By Khatib, Zaher ; Abdel-Rahim, Ahmed ; Judd, Geoffrey ; ...

[PDF-604.36 KB]

English

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Creators:

Khatib, Zaher ; Abdel-Rahim, Ahmed ; Judd, Geoffrey ; Jagarapu, Krishnakanth

Khatib, Zaher ; Abdel-Rahim, Ahmed ; Judd, Geoffrey ; Jagarapu, Krishnakanth Less -
Corporate Creators:

University of Idaho ; National Institute for Advanced Transportation Technology (NIATT) (U.S.)

University of Idaho ; National Institute for Advanced Transportation Technology (NIATT) (U.S.) Less -
Corporate Contributors:

United States. Department of Transportation. University Transportation Centers (UTC) Program
Subject/TRT Terms:

[+]

Actuated Traffic Signal Controllers Coordinated Signalized System Peak Hour Traffic Signal Cycles Signalized Intersections Traffic Congestion Traffic Flow Traffic Signal Timing
Publication/ Report Number:

NIATT Report No. N01-20
Resource Type:

Research Paper
Geographical Coverage:

United States
Corporate Publisher:

National Institute for Advanced Transportation Technology (NIATT) (U.S.)
Abstract:

The role of the vehicle is more important today than ever before in history, and its increased usage has led to congestion, not only in urban metropolitan areas, but also in rural small and mid-size cities. In most areas, the surface transportation network operates at capacity or overcapacity, at least during some parts of the morning and evening peak hours. Spillback is a problem that frequently occurs in actuated coordinated signalized intersections that are oversaturated. Signal timing parameters for the intersections and the arterial coordination could be a major factor in the spillback phenomenon. The overall efficiency of the intersection operation could be improved by reallocating the green times between different approaches and utilizing the ?wasted green time? that some approaches might have. (61 p.)
Format:

PDF
Collection(s):

University Transportation Centers US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:bc241b5844b8059a5879e0489a999b30bb06985f2871a62d6f7ed3aefdcb4e47
Download URL:

https://rosap.ntl.bts.gov/view/dot/33939/dot_33939_DS1.pdf
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Actuated Coordinated Signalized System: Phase I Oversaturated Conditions: Phase II Cycle-by-Cycle Analysis

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