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Title:

Characterizing Bridge Functional Obsolescence Using Congestion Performance Measures Determined from Anonymous Probe Vehicle Data
Cover of Characterizing Bridge Functional Obsolescence Using Congestion Performance Measures Determined from Anonymous Probe Vehicle Data

Accession Number:

01551339

Record Type:

Component

Availability:

Transportation Research Board Business Office

500 Fifth Street, NW
Washington, DC 20001 United States

Abstract:

In the last few years, anonymous probe vehicle data has become a reliable means to evaluate travel time reliability, as well as congestion conditions along highways and major arterials. The data is collected using telematics from commercial and private cellular phones, global positioning system (GPS) devices, and on-board vehicle computers. The probe vehicle data is commercially available in one-minute increments along spatially defined roadway segments of varying lengths. This data is being incorporated into local and statewide reports to measure congestion conditions of highway and arterial systems. This paper uses crowd sourced anonymous probe vehicle data to evaluate congestion duration at functionally obsolete bridge structures. The bridges selected were functionally obsolete due to poor ratings in their deck geometry. as defined by National Bridge Inventory (NBI) rating system. These deficiencies are based on a bridge’s traffic capacity as a function of its geometry and the Average Daily Traffic (ADT). These conditions are directly expected to impact the speed and volume of traffic crossing over the bridge causing congestion. An evaluation of the travel times at bridge locations was conducted to determine if a measurable amount of congestion could be observed using probe vehicle data. The methodologies presented in this paper were applied to 37 bridge structures in Burlington County, New Jersey. Approximately 35 million speed data records were analyzed for the 37 bridges to measure congestion. The congestion performance measures were compared to the NBI rating to determine if congestion existed at the bridges as predicted by the NBI system. The comparison showed that a poor rating in deck geometry from the NBI system was not a strong indicator of congestion. The congestion evaluation methodologies presented in this paper were then combined with existing NBI structural ratings to demonstrate alternative bridge management strategies.

Supplemental Notes:

This paper was sponsored by TRB committee ABC30 Performance Measurement.

Monograph Accession #:

01550057

Report/Paper Numbers:

15-1947

Language:

English

Corporate Authors:

Transportation Research Board

500 Fifth Street, NW
Washington, DC 20001 United States

Authors:

Bechtel, Andrew J
Brennan Jr, Thomas M
de Araujo, Jhenifer Mesquita

Pagination:

22p

Publication Date:

2015

Conference:

Transportation Research Board 94th Annual Meeting

Location: Washington DC, United States
Date: 2015-1-11 to 2015-1-15
Sponsors: Transportation Research Board

Media Type:

Digital/other

Features:

Figures; Maps; Photos; References; Tables

Identifier Terms:

Geographic Terms:

Subject Areas:

Bridges and other structures; Highways; Maintenance and Preservation; I61: Equipment and Maintenance Methods

Source Data:

Transportation Research Board Annual Meeting 2015 Paper #15-1947

Files:

PRP, TRIS, TRB, ATRI

Created Date:

Dec 30 2014 12:42PM