Validating dynamic message sign freeway travel time messages with ground truth geospatial data

被引:6
作者
Monsere, Christopher M.
Breakstone, Aaron
Bertini, Robert L.
Deeter, Dean
McGill, Galen
机构
[1] Portland State Univ, Dept Civil & Environm Engn, Portland, OR 97207 USA
[2] Portland State Univ, Sch Urban Studies & Planning, Portland, OR 97207 USA
[3] Castle Rock Consultants, Portland, OR 97239 USA
[4] Oregon Dept Transportat, Salem, OR 97301 USA
来源
FREEWAY OPERATIONS AND HIGH OCCUPANCY VEHICLE SYSTEMS 2006 | 2006年 / 1959期
关键词
D O I
10.3141/1959-03
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
U.S. transportation agencies have invested more than $300 million in dynamic message sign (DMS) systems for communicating important messages to travelers, including weather conditions, incidents, construction, and homeland security and AMBER alerts.. Recent FHWA policy encourages states to use their DMS infrastructure more effectively by displaying reliable travel-time information along freeway corridors. The Oregon Department of Transportation (ODOT), which maintains a freeway surveillance system in the Portland metropolitan area, calculates and reports travel-time estimates derived from inductive loop detector data. These estimates can be reported via 18 DMS and other traveler information systems but are displayed on a limited basis at key junction points during peak periods. Results are presented of an evaluation of ODOT's travel-time reporting capabilities by comparing the ODOT travel-time estimates with probe vehicle (ground truth) travel times. The freeway network was divided into 17 key corridors, and 87 probe vehicle runs were collected under various traffic conditions with hand-held Global Positioning System devices. This evaluation used the regional transportation data archive, Portland Regional Transportation Archive Listing, to generate the ODOT travel-time estimates. Probe estimates were compared to travel estimates on the corridors with a paired t-test. The evaluation found that travel times on a majority of links were reasonably accurate under most traffic conditions but were affected by the presence of an incident or by poor detector placement.
引用
收藏
页码:19 / 27
页数:9
相关论文
共 20 条
[1]  
Bertini RL, 2005, TRANSPORT RES REC, P37
[2]   Experience implementing a user service for archived intelligent transportation systems data [J].
Bertini, RL ;
Hansen, S ;
Byrd, A ;
Yin, T .
DATA INITIATIVES, 2005, (1917) :90-99
[5]   General-purpose methodology for estimating link travel time with multiple-point detection of traffic [J].
Cortés, CE ;
Lavanya, R ;
Oh, JS ;
Jayakrishnan, R .
TRAFFIC FLOW THEORY AND HIGHWAY CAPACITY 2002: HIGHWAY OPERATIONS, CAPACITY, AND TRAFFIC CONTROL, 2002, (1802) :181-189
[6]  
DEETER D, 2005, EVALUATION FREEWAY T
[7]  
Eisele WL, 2002, TRANSPORT RES REC, P8
[8]  
ELGENEIDY A, 2004, P 7 ANN C INT TRANSP
[9]   Reducing bias in probe-based arterial link travel time estimates [J].
Hellinga, BR ;
Fu, LP .
TRANSPORTATION RESEARCH PART C-EMERGING TECHNOLOGIES, 2002, 10 (04) :257-273
[10]   Improving freeway speed estimates from single-loop detectors [J].
Hellinga, BR .
JOURNAL OF TRANSPORTATION ENGINEERING-ASCE, 2002, 128 (01) :58-67