Technical Papers
Sep 22, 2022

Leveraging Location-Based Data for Assessing Network-Level Traffic Impact of Lane Management: A Case Study of Alex Fraser Bridge

Publication: Journal of Transportation Engineering, Part A: Systems
Volume 148, Issue 12

Abstract

Lane management is expected to alleviate traffic congestion and improve mobility on roadways. Previous studies have mainly analyzed the impacts of lane management on the road segment rather than the road network. Because lane management strategies can affect traffic flows in the neighboring traffic regions and the entire road network, it is suitable to assess traffic impacts in the entire road network. This study proposed an analytical framework to evaluate lane management’s impacts and economic effects using location-based data, including road segments, traffic zones near road segments, and the road network. Traffic assignments with estimated origin-destination matrices from location-based data allow spatial and temporal impact analysis of lane management. This study analyzed the contraflow lane with movable median barriers installed at the Alex Fraser Bridge (AFB) in Vancouver, British Columbia, Canada, as a case study for lane management. In terms of traffic characteristics, the results showed that the contraflow lane with movable median barriers contributed significantly to improving the states of traffic flow on the AFB (traffic flow increased about 7.4%, travel speed increased about 48.3%, travel time decreased about 31.8%, and volume/capacity ratio decreased about 19.3% on average). This study showed that the contraflow lane on the AFB improved traffic flow and generated an economic benefit of $1.1 M per year (AFB, $12.7 M; zones near the AFB, $1.4  M; Vancouver area, $10.1  M) by estimating the changes in the value of travel time before and after lane management. This study contributes to a better understanding of using location-based data for assessing traffic impact and the economic effect of lane management operations at the network level.

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Data Availability Statement

Some or all data, models, or code used during the study were provided by a third party. Direct requests for these materials may be made to the provider as indicated in the Acknowledgments. Some or all data, models, or code generated or used during the study are proprietary or confidential in nature and may only be provided with restrictions.

Acknowledgments

The authors appreciate the data provider (StreetLight) for obtaining the data used in this analysis.

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Go to Journal of Transportation Engineering, Part A: Systems
Journal of Transportation Engineering, Part A: Systems
Volume 148Issue 12December 2022

History

Received: Jan 20, 2022
Accepted: Jul 11, 2022
Published online: Sep 22, 2022
Published in print: Dec 1, 2022
Discussion open until: Feb 22, 2023

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Authors

Affiliations

Ph.D. Student and Graduate Research Assistant, Lyles School of Civil Engineering, Purdue Univ., West Lafayette, IN 47906. ORCID: https://orcid.org/0000-0003-0954-8075. Email: [email protected]
Smita Sharma, M.ASCE [email protected]
Applications Engineer, Lindsay Corporation, 18135 Burke St., Suite 100, Omaha, NE 68022. Email: [email protected]
Reilly Professor of Civil Engineering, Lyles School of Civil Engineering, Purdue Univ., West Lafayette, IN 47906 (corresponding author). ORCID: https://orcid.org/0000-0001-8754-9925. Email: [email protected]

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Cited by

  • Modified Volume-Delay Function Based on Traffic Fundamental Diagram: A Practical Calibration Framework for Estimating Congested and Uncongested Conditions, Journal of Transportation Engineering, Part A: Systems, 10.1061/JTEPBS.TEENG-7903, 149, 11, (2023).

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