Performance Measures to Characterize Corridor Travel Time Delay Based on Probe Vehicle Data

被引:19
作者
Brennan, Thomas M., Jr. [1 ]
Remias, Stephen M. [2 ]
Manili, Lucas [1 ]
机构
[1] Coll New Jersey, 2000 Pennington Rd, Ewing, NJ 08628 USA
[2] Purdue Univ, Joint Transportat Res Program, W Lafayette, IN 47905 USA
关键词
Highway engineering - Probes - Speed - Time delay - Timing circuits - Traffic congestion - Vehicles;
D O I
10.3141/2526-05
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Anonymous probe vehicle data are being collected on roadways throughout the United States. These data are incorporated into local and state-wide mobility reports to measure the performance of highways and arterial systems. Predefined spatially located segments, known as traffic message channels (TMCs), are spatially and temporally joined with probe vehicle speed data. Through the analysis of these data, transportation agencies have been developing agencywide travel time performance measures. One widely accepted performance measure is travel time reliability, which is calculated along a series of TMCs. When reliable travel times are not achieved because of incidents and recurring congestion, it is desirable to understand the time and the location of these occurrences so that the corridor can be proactively managed. This research emphasizes a visually intuitive methodology that aggregates a series of TMC segments based on a cursory review of congestion hotspots within a corridor. Instead of a fixed congestion speed threshold, each TMC is assigned a congestion threshold based on the 70th percentile of the 15-min average speeds between 02:00 and 06:00. An analysis of approximately 90 million speed records collected in 2013 along I-80 in northern New Jersey was performed for this project. Travel time inflation, the time exceeding the expected travel time at 70% of measured free-flow speed, was used to evaluate each of the 166 directional TMC segments along 70 mi of I-80. This performance measure accounts for speed variability caused by roadway geometry and other Highway Capacity Manual speed-reducing friction factors associated with each TMC.
引用
收藏
页码:39 / 50
页数:12
相关论文
共 16 条
[1]  
[Anonymous], 2012, 2012 MARYL STAT HIGH
[2]  
[Anonymous], 2012 CONG REP
[3]  
[Anonymous], 2013, FEBR 8 9 BLIZZ
[4]  
[Anonymous], 2000, HIGHWAY CAPACITY MAN, DOI DOI 10.1061/(ASCE)HY.1943-7900.0000746
[5]  
ASCE, 2013, 2013 Report Card for America's Infrastructure
[6]  
Brennan T.M., 2014, P ITS 21 WORLD C DET
[7]  
Brennan T. M, 2012, P 5 INT S TRANSP NET
[8]   Probe Vehicle-Based Statewide Mobility Performance Measures for Decision Makers [J].
Brennan, Thomas M., Jr. ;
Remias, Stephen M. ;
Grimmer, Gannon M. ;
Horton, Deborah K. ;
Cox, Edward D. ;
Bullock, Darcy M. .
TRANSPORTATION RESEARCH RECORD, 2013, (2338) :78-90
[9]  
California Department of Transportation, 2011, MOB PERF REP 2009
[10]  
Christidis P., 2012, MEASURING ROAD CONGE