Open AccessTraffic volume and load data measurement using a portable weigh in motion system: A case study
Author(s) -
Abu N.M. Faruk,
Wenting Liu,
Jun Young Lee,
Bhaven Naik,
Dar Hao Chen,
Lubinda F. Walubita
Publication year - 2016
Publication title -
international journal of pavement research and technology
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.888
H-Index - 26
eISSN - 1997-1400
pISSN - 1996-6814
DOI - 10.1016/j.ijprt.2016.05.004
Subject(s) - weigh in motion , truck , traffic volume , traffic count , transport engineering , axle load , axle , volume (thermodynamics) , data collection , software deployment , engineering , unit (ring theory) , computer science , automotive engineering , statistics , structural engineering , mathematics education , mathematics , software engineering , quantum mechanics , physics
Traditionally, traffic loading characteristics are collected for pavement design and performance prediction purposes using permanent roadside weigh-in-motion (WIM) stations. However, high installation and maintenance costs associated with these permanent WIM stations dictate that their deployment be mostly limited to major highways, such as the interstate network. Quite often however, pavement damage on high volume rural highways with heavy truck proportions is more severe than anticipated, and there is no effective way of quantifying the traffic loading on these highways. Therefore, this study was conducted to evaluate the potential application of portable WIM systems as a means for bringing the WIM technology to these high volume rural highways. A portable WIM unit was deployed in the Texas overweight corridor in Hidalgo County (Pharr District) near the USA-Mexico border on highway FM 1016 for collecting traffic data for a minimum of three weeks in each direction. The collected traffic data were analyzed to generate traffic parameters such as volume, load spectra, and overloading information both in terms of the gross vehicle weight (GVW) and axle weight. The computed traffic parameters were successful in partially explaining some of the existing pavement conditions on this highway. Overall, the study findings indicated that the portable WIM unit can be used as a convenient and cost-effective means for collecting reliable traffic information for design, analysis, and monitoring purposes. However, proper in-situ calibration of the portable WIM unit at each site is imperative prior to any real-time traffic data collection