Integrated corridor management (ICM) analysis, modeling, and simulation (AMS) for Minneapolis site : model calibration and validation report.

Chiu, Yi-Chang; Bustillos, Brenda I.; Papayannoulis, Vassilis; Hickman, Mark; Head, Larry; Wang, Shuo; Alexiadis, Vassili

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Integrated corridor management (ICM) analysis, modeling, and simulation (AMS) for Minneapolis site : model calibration and validation report.

2010-02-01
By Chiu, Yi-Chang ; Bustillos, Brenda I. ; Papayannoulis, Vassilis

File Language:

English

Details

Creators:

Chiu, Yi-Chang ; Bustillos, Brenda I. ; Papayannoulis, Vassilis ; Hickman, Mark ; Head, Larry ; Wang, Shuo ; Alexiadis, Vassili
Corporate Creators:

Cambridge Systematics
Corporate Contributors:

United States. Federal Highway Administration ; United States. Department of Transportation. Research and Innovative Technology Administration
Subject/TRT Terms:
Publication/ Report Number:

FHWA-JPO-10-036;EDL Number 14943
Resource Type:

Tech Report
Geographical Coverage:

Minneapolis (Minnesota)
Corporate Publisher:

United States. Department of Transportation. Intelligent Transportation Systems Joint Program Office
Abstract:

This technical report documents the calibration and validation of the baseline (2008) mesoscopic model for the I-394 ; Minneapolis, Minnesota, Pioneer Site. DynusT was selected as the mesoscopic model for analyzing operating conditions ; in the I-394 corridor study area, and the report provides details on the network development, traffic flow model calibration, ; origin-destination (OD) demand calibration, and model validation. In addition, the report provides a modeling methodology ; for simulation of transit, as well as the results of a sensitivity analysis, utilizing information from a known incident, ; undertaken to verify the ability of the validated model to replicate operating conditions for incident scenarios. ; In summary, the DynusT model for the I-394 corridor replicated the 2008 baseline operating conditions well as evidenced ; by the comparisons of observed and modeled volumes, travel times, and speed contours on I-394. Furthermore, the ; simulated known incident exhibited consistent traffic diversions, speed reductions, duration, and queue propagation with ; the actual data.
Format:

PDF
Funding:

DTFH61-06-D-00004
Download URL:

https://rosap.ntl.bts.gov/view/dot/3482/dot_3482_DS1.pdf
File Type:

[PDF - 3.29 MB]
Collection(s):

Federal Highway Administration ; ITSJPO Digital Library
Main Document Checksum:

urn:sha-512:9def232f92f4dd46fe536d7582e25b250a0d1591e02ac66df02ab81d102884898e1b93f8636f51636f5e603f9d7d2252cf63123c5ebdbc747e61f58ec670dd3d

File Language:

English

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