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REPORT
This report is an archived publication and may contain dated technical, contact, and link information
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Publication Number:  FHWA-HRT-16-024     Date:  June 2016
Publication Number: FHWA-HRT-16-024
Date: June 2016

 

LTBP Program's Literature Review on Weigh-In-Motion Systems

References

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  2. ASTM E1318-09, Standard Specification for Highway Weigh-In-Motion (WIM) Systems with User Requirements and Test Methods, ASTM International, West Conshohocken, PA, 2009.

  3. Norman, O.K. and Hopkins, R.C. “Weighing Vehicles in Motion,” Highway Research Board Bulletin, Issue 50, Highway Research Board, 1952.

  4. Lee, C.E. and Garner, J.E. Collection and Analysis of Augmented Weigh-in-Motion (WIM) Data, Research Report Number 987-8, Center for Transportation Research, The University of Texas at Austin, Austin, TX, 1996.

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  6. Moses, F. “Weigh-In-Motion System Using Instrumented Bridges,” Journal of Transportation Engineering, 105, 233–249, 1979.

  7. U.S. Department of Transportation. The U.S. Department of Transportation’s Comprehensive Truck Size and Weight Study, Volume II, Issues and Background, Report No. FHWA-PL-00-029, Federal Highway Administration, Washington, DC, 2000.

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  17. Committee for the Study of the Regulation of Weights, Lengths, and Widths of Commercial Motor Vehicles. Regulation of Weights, Lengths, and Widths of Commercial Motor Vehicles, Special Report 267, Transportation Research Board, Washington, DC, 2002.

  18. Moving Ahead for Progress in the 21st Century Act, Public Law 112-141, 2012, obtained from: https://www.gpo.gov/fdsys/pkg/BILLS-112hr4348enr/html/BILLS-112hr4348enr.htm, last accessed December 29, 2015.

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  20. Fu, G.K. and Fu, C. Bridge Rating Practices and Policies for Overweight Vehicles, Synthesis 359, Transportation Research Board, National Cooperative Highway Research Program, Washington, DC, 2006.

  21. Title 23 Code of Federal Regulations, Part 658.17, 2011, obtained from: http://www.ecfr.gov/cgi-bin/text-idx?c=ecfr;sid=71f93c463d7b5f0e389cb8aa97ccd6b8;rgn=div5;view=text;node=23%3A1.0.1.7.33;idno=23;cc=ecfr, last accessed December 29, 2015.

  22. Castro, A. “Overweight Trucks Damage Infrastructure,” USA Today, 2007, obtained from: http://usatoday30.usatoday.com/news/nation/2007-09-10-3878428638_x.htm, last accessed December 29, 2015.

  23. Indiana Department of Revenue. Oversize-Overweight Vehicle Permitting Handbook, Permit Unit, Motor Carrier Services Division, Indianapolis, IN, 2009.

  24. Adams, T., et al. Aligning Oversize/Overweight Fees with Agency Costs: Critical Issues, Report No. CFIRE 03-17, Wisconsin Department of Transportation, Madison, WI, 2013.

  25. Title 23 Code of Federal Regulations, Part 658.5, 2011, obtained from: http://www.ecfr.gov/cgi-bin/ textidx?c=ecfr;sid=71f93c463d7b5f0e389cb8aa97ccd6b8;rgn=div5;view=text;node=23% 3A1.0.1.7.33;idno=23;cc=ecfr#se23.1.658_15, last accessed December 29, 2015.

  26. AASHTO. LRFD Bridge Design Specifications, American Association of State and Highway Transportation Officials, Washington, DC, 2004.

  27. Whitty, J. Oregon’s Mileage Fee Concept and Road User Fee Pilot Program, Final Report, Oregon Department of Transportation, Salem, OR, 2007.

  28. Humphrey, T.F. Uniformity Efforts in Oversize/Overweight Permits, Synthesis of Highway Practice 143, Transportation Research Board, National Cooperative Highway Research Program, Washington, DC, 1998.

  29. AMEC Earth and Environmental. LTPP Field Operations Guide for SPS WIM Sites, Version 1.0, Federal Highway Administration, Washington, DC, 2012.

  30. Laboratoire Central des Ponts et Chaussées (LCPC). Weigh-in-Motion of Axles and Vehicles for Europe (WAVE), General Report, European Commission DG VII—Transport, Paris, France, 2001.

  31. Jacob, B. COST 323 Action—Weigh-in-Motion of Road Vehicles, last updated on June 20, 1997, obtained from: http://wim.zag.si/cost323/, last accessed December 29, 2015.

  32. Quinley, R. WIM Data Analyst’s Manual, Report No. FHWA-IF-10-018, Federal Highway Administration, Washington, DC, 2010.

  33. Hallenbeck, M. and Weinblatt, H. Equipment for Collecting Traffic Load Data, Report 509, Transportation Research Board, National Cooperative Highway Research Program, Washington, DC., 2004.

  34. Application Note VPGT-01. Load Cell Technology, Document Number 11866, Vishay Precision Group, 2012, obtained from: http://www.vishaypg.com/docs/11866/vpg-01.pdf, last accessed December 29, 2015.

  35. 35. FHWA. Long-Term Pavement Performance (LTPP) Specific Pavement Study (SPS) Traffic Data Collection, TPF-5(004), obtained from: http://www.pooledfund.org/Details/Study/123, last accessed December 29, 2015.

  36. Walker, D. and Cebon, D. “The Metamorphosis of the Long-Term Pavement Performance Traffic Data,” TR News 277, Transportation Research Board of the National Academies, Washington, DC, 9–17, November-December, 2011.

  37. Caussignac, J.M. and Rougier, J.C. “Fiber Optic WIM Sensors and Optoelectronic Systems—Preliminary Test,” Proceedings of the Final Symposium of the Project WAVE, Paris, France, 1999.

  38. Zhang, L. An Evaluation of the Technical and Economic Performance of Weigh-in-Motion Sensing Technology, Master’s Thesis, University of Waterloo, Ontario, Canada, 2007, obtained from: https://uwspace.uwaterloo.ca/bitstream/handle/10012/3219/Thesis%20final.pdf?sequence=1, last accessed December 29, 2015.

  39. Mimbela, L-E.Y., Pate, J., Copeland, S., Kent, P.M., and Hamrick, J. Final Report: Applications of Fiber Optic Sensors in Weigh-In-Motion (WIM) Systems for Monitoring Truck Weights on Pavements and Structures, Federal Highway Administration, Washington, DC, 2003.

  40. Du, S., Ibrahim, M., Shehata, M., and Badawy, W. “Automatic License Plate Recognition (ALPR): A State-of-the-Art Review,” IEEE Transactions on Circuits and Systems for Video Technology, 23(2), 311–325, 2013.

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  44. Swan, I. and Fairfield, C. “The Dynamic Response of the Berwick-Upon-Tweed Bypass Bridge,” Insight—Non-Destructive Testing and Condition Monitoring, 50, 35–41, 2008.

  45. O'Brien, E., Žnidarič, A. and Ojio, T. “Bridge Weigh-in-Motion—Latest Developments and Applications Worldwide,” International Conference on Heavy Vehicles HVParis 2008, eds. Jacob, B. and O’Brien, E., John Wiley & Sons, Inc., Hoboken, NJ, 2013.

  46. Ojio T. and Yamada, K. “Bridge Weigh-In-Motion Systems Using Stringers of Plate Girder Bridges,” Pre-Proceedings of the Third International Conference on Weigh-In-Motion, Orlando, FL, 209–218, 2002.

  47. Cardini, A.J. and DeWolf, J.T. “Implementation of a Long-Term Bridge Weigh-In-Motion System for a Steel Girder Bridge in the Interstate Highway System,” Journal of Bridge Engineering, 14(6), 418–423, 2009.

  48. Flood, I. “Developments in Weigh-in-Motion Using Neural Nets,” Computing in Civil and Building Engineering, 2, 1133–1140, 2000.

  49. Chatterjee, P., O’Brien, E.J., Li, Y., and Gonzalez, A. “Wavelet Domain Analysis for Identification of Vehicle Axles from Bridge Measurements,” Computers and Structures, 84, 1792–1801, 2006.

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  53. Peters, R.J. “Culway—An Unmanned and Undetectable Highway Speed Vehicle Weighing System,” Proceedings of the 13th ARRB Conference, 13(6), 70–83, 1986.

  54. Matui, S. and El-Hakim, A. “Estimation of Axle Loads of Vehicle by Crack Opening of RC Slab,” Journal of Structural Engineering, 35(A), JSCE, 407–418, 1989, (in Japanese).

  55. Rowley, C., Gonzalez, A., O’Brien, E.J., and Znidaric, A. Comparison of Conventional and Regularized Bridge Weigh-in-Motion Algorithms, 5th International Conference on Weigh-in-Motion, LCPC Publications, Paris, France, 2008.

  56. Zhu, X.Q. and Law, S.S. “Identification of Moving Loads on an Orthotropic Plate,” Journal of Vibration and Acoustics, 123, 238–244, 2001.

  57. Zhu, X.Q. and Law, S.S. “Time Domain Identification of Moving Loads on Bridge Deck,” Journal of Vibration and Acoustics, 125, 187–198, 2003.

  58. Quilligan, M., Karoumi, R., and O’Brien, E.J. “Development and Testing of a 2- Dimensional Multi-Vehicle Bridge-WIM Algorithm,” Proceedings of the Third International Conference on Weigh-in-Motion, Orlando, FL, 199–208, 2002.

  59. Gonzalez, A. and O’Brien, E.J. “The Development of a Dynamic Bridge Weigh-in-Motion logarithm,” Pre-proceedings of the Second European Conference on Weigh-in-Motion of Road Vehicles, eds. O’Brien, E.J., and Jacob, B., Lisbon, Portugal, 445–452, 1998.

  60. Leming, S.K. and Stalford, H.L. “Bridge Weigh-In-Motion System Development Using Superposition of Dynamic Truck/Static Bridge Interaction,” Proceedings of the American Control Conference, Denver, CO, 815–820, 2003.

  61. Gonzalez, A., Rowley, C., and O’Brien, E.J. “A General Solution to the Identification of Moving Vehicle Forces on a Bridge,” International Journal for Numerical Methods in Engineering, 75(3), 335–354, 2008.

  62. ASTM E867-06. Standard Terminology Relating to Vehicle-Pavement Systems, Designation, ASTM International, West Conshohocken, PA, 2006.

  63. AASHTO M 331:2013. Standard Specification for Smoothness of Pavement in Weigh-in-Motion (WIM) Systems, American Association of State Highway and Transportation Officials, Washington, DC, 2013.

  64. McCall, B. and Vodrazka, W.C. States’ Successful Practices Weigh-In-Motion Handbook, Center for Transportation Research and Education, Iowa State University, Ames, IA, 1997.

  65. Papagiannakis, A.T., Quinley, R., and Brandt, S.R. High Speed Weigh-in-Motion System Calibration Practices, Synthesis Report 359, Transportation Research Board National Cooperative Highway Research Project, Washington, DC, 2008.

  66. FHWA, WIM Calibration Check Specification for LTPP Specific Pavement Studies Sites, Draft Report, Federal Highway Administration, Washington, DC, 2000.

  67. Hallenbeck, M. Long Term Pavement Performance Program Protocol for Calibration Traffic Data Collection Equipment, Federal Highway Administration, Washington, DC, 1998.

  68. FHWA, SPS Traffic Site Evaluation—Pilots Summary and Lessons Learned, Federal Highway Administration, Washington, DC, 2002.

  69. Ostrom, B.K. LTPP Traffic Data Collection and Processing Guide, Version 1.3, Report No. FHWA-HRT-09-051, Federal Highway Administration, Washington, DC, 2009.

 

 

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