Effect of Weigh-in-Motion (WIM) Systematic Error on Predicted Pavement Performance
Author:
Affiliation:
1. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Michigan State Univ., East Lansing, MI.
2. Associate Professor, Dept. of Civil and Environmental Engineering, Michigan State Univ., East Lansing, MI.
Publisher
American Society of Civil Engineers
Link
https://ascelibrary.org/doi/pdf/10.1061/9780784484890.020
Reference11 articles.
1. Ahammed M. Kass S. Hilderman S. and Tang W. “MEPDG Implementation-Manitoba Experience.” Proc. 22011 Congress et Exhibition de l’Association des Transports du Canada. Les Succes en Transports: Une Tremplin vers l’AvenirTransportation Association of Canada (TAC).
2. The Effect of Flexible Pavement Mechanics on the Accuracy of Axle Load Sensors in Vehicle Weigh-in-Motion Systems
3. The Influence of Temperature on Errors of Wim Systems Employing Piezoelectric Sensors Keywords: Piezoelectric Sensors, Temperature Influence, Temperature Error of Wim Systems, Error Correction;Gajda J.;Metrology and Measurement Systems,2013
4. Effect of Axle Load Spectra Characteristics on Rigid and Flexible Pavement Performance.;Haider S. W.;ASCE Journal of Transportation Engineering,2009
5. Haider, S. W., and Masud, M. M. Accuracy Comparisons Between ASTM 1318-09 and COST-323 (European) WIM Standards Using LTPP WIM Data. Springer International Publishing, 155–165.
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