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Protocols for Collecting and Using Traffic Data in Bridge Design (2011)

Chapter: Bibliography and References

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Page 113
Suggested Citation:"Bibliography and References." National Academies of Sciences, Engineering, and Medicine. 2011. Protocols for Collecting and Using Traffic Data in Bridge Design. Washington, DC: The National Academies Press. doi: 10.17226/14521.
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Page 113
Page 114
Suggested Citation:"Bibliography and References." National Academies of Sciences, Engineering, and Medicine. 2011. Protocols for Collecting and Using Traffic Data in Bridge Design. Washington, DC: The National Academies Press. doi: 10.17226/14521.
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Page 114
Page 115
Suggested Citation:"Bibliography and References." National Academies of Sciences, Engineering, and Medicine. 2011. Protocols for Collecting and Using Traffic Data in Bridge Design. Washington, DC: The National Academies Press. doi: 10.17226/14521.
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Page 115

Below is the uncorrected machine-read text of this chapter, intended to provide our own search engines and external engines with highly rich, chapter-representative searchable text of each book. Because it is UNCORRECTED material, please consider the following text as a useful but insufficient proxy for the authoritative book pages.

113 AASHTO (2007), LRFD Bridge Design Specifications, 4th ed, with Interims, Washington, D.C. AASHTO (1994), AASHTO LRFD Bridge Design Specifications, 1st ed, Washington, D.C. AASHTO (1990), Guide Specifications for Fatigue Evaluation of Existing Steel Bridges, Washington, D.C. AASHTO (1989), Guide Specifications for Fatigue Design of Steel Bridges, Washington, D.C. AASHTO (1987), Guide for Maximum Dimensions and Weights of Motor Vehicles and for the Operation of Non-Divisible Load Oversize and Overweight Vehicles, Washington, D.C. Agarwal, A. and M. S. Cheung (1987), “Development of Loading-Truck Model and Live-Load Factor for the Canadian Standards Association CSA-S6 Code,” Canadian Journal of Civil Engineering, v 14, n 1, Feb 1987, 58–67. Ang, A. H.-S. and W H. Tang (2007), Probability Concepts in Engineering, 2nd ed, Wiley, New York. ARA Inc. (2004), NCHRP Project 1-37A Final Report: Guide for Mechanistic-Empirical Design of New and Rehabilitated Pavement Structures, Parts I & II, Transportation Research Board, Washington, D.C. Au, A., C. Lam, A. C. Agarwal, and B. Tharmabala (2005), “Bridge Evaluation by Mean Load Method per the Canadian Highway Bridge Design Code,” Canadian Journal of Civil Engineering, v 32, n 4, Aug 2005, 678–686. Bakht, B. and L. G. Jaeger (1990), “Bridge Evaluation for Multipresence of Vehicles,” Journal of Structural Engineering, v 116, n 3, Mar 1990, 603–618. Bez, R., R. Cantieni, and J. Jacquemoud (1987), “Modeling of Highway Traffic Loads in Switzerland,” IABSE Proceedings P-117/87, 153–168, International Association for Bridge and Structural Engineering. Brameld, G. H. (1983), “Statistical Formulation of Highway Bridge Live Loads,” Pitagora Editrice, v 2, 1983, 1073–1084. Buckland, P. (1991), North American and British Loan-Span Bridge Loads, ASCE Journal of Structural Engineering, Oct 1991. Buckland, P. G. and R. G. Sexsmith (1981), “Comparison of Design Loads for Highway Bridges,” Canadian Journal of Civil Engineering, v 8, n 1, Mar 1981, 16–21. Caprani, C. C., S. A. Grave, E. J. O’Brien, and A. J. O’Connor (2002), “Critical Loading Events for the Assessment of Medium Span Bridges,” in B. H. V. Topping and Z. Bittnar, eds. ICCST ’02: Proceedings of the 6th International Conference on Computational Structures Technology, Prague, Czech Republic, Sep 4–6 2002, 343–344 (abstract; paper on CD-ROM), Civil Comp Press. Center for Transportation Research (1991), Traffic-Load Forecasting Using Weigh-in-Motion Data, University of Texas at Austin, Mar 1997. Cheung, M. S. and W. C. Li (2002), “Reliability Assessment in Highway Bridge Design,” Canadian Journal of Civil Engineering, v 29, n 5, Oct 2002, 799–805. Chotickai, P. and M. D. Bowman (2006), “Truck Models for Improved Fatigue Life Predictions of Steel Bridges,” Journal of Bridge Engi- neering, v 11, n 1, Jan 2006, 71–80. Cohen, H., G. Fu, W. Dekelbab, and F. Moses (2003), “Predicting Truck Load Spectra Under Weigh Limit Changes and its Application to Steel Bridge Fatigue Assessment,” Journal of Bridge Engineering, v 8, n 5, Sep 2003, 312–322. Daniels, J. H., J. L. Wilson, B. T. Yen, L. Y. Lai, and R. Abbaszadeh (1986), “WIM Plus Response Study of Four In-Service Bridges,” Engineer’s Society of Western Pennsylvania, Official Proceedings—3rd Annual International Bridge Conference, Pittsburgh, PA, USA, 136–142. FHWA Office of Transportation Policy Studies (2001), Analysis of the Vehicle Inventory and Use Survey for Trucks with Five-Axles or More, May 2001. FHWA (1985), Comprehensive Study of Bridge Loads and Reliability, FHWA/OH-85/005. FHWA, Loading Spectrum Experienced by Bridge Structures in the United States, FHWA/RD-85/012. Florida Department of Transportation (2006), Commercial Motor Vehicle Manual, 6th ed, Tallahassee. Frangopol, D. M., G. G. Goble, and N. Tan (1992), “Truck Loading Data for a Probabilistic Bridge Live Load Model,” Probabilistic Mechanics and Structural and Geotechnical Reliability, Proceedings of the 6th ASCE Specialty Conference, Denver, CO, USA, Jul 8–10, 1992, 340–343. Fu, G., J. Feng, W. Dekelbab, et al. (2003), NCHRP Report 495, Effect of Truck Weight on Bridge Network Costs, Transportation Research Board, Washington, D.C. Fu, G. and O. Hag-Elsafi (2000), “Vehicular Overloads: Load Model, Bridge Safety, and Permit Checking,” Journal of Bridge Engineering, v 5, n 1, Feb 2000, 49–57. Fu, G. and O. Hag-Elsafi (1996), “New Safety-Based Checking Proce- dure for Overloads on Highway Bridges,” Transportation Research Record 1541, Nov 1996, 22–28. Fu, G. and O. Hag-Elsafi (1994), “Overweight Trucks and Safety of Bridges,” Proceedings of the ASCE Structures Congress ’94, Atlanta, GA, USA, Apr 24–28, 1994, 284–289. Fujino, Y. and M. Ito (1979), “Probabilistic Analysis of Traffic Loading on Highway Bridges,” National Bureau of Standards, Special Publication, v 2, 1979, 539–550. Bibliography and References

Ghosn, M. and D. M. Frangopol (1996), “Site-Specific Live Load Models for Bridge Evaluation,” Probabilistic Mechanics and Structural and Geotechnical Reliability, Proceedings of the 7th ASCE Specialty Con- ference, Worcester, MA, USA, Aug 7–9, 1996, 30–33. Ghosn, M., F. Moses, and F. Gabriel (1990), “Truck Data for Bridge Load Modeling,” Second Workshop on Bridge Engineering Research in Progress, Reno, NV, USA, Oct 29–30, 1990, 71–74. Ghosn, M. and F. Moses (2000), “Effect of Changing Truck Weight Regulations on U.S. Bridge Network,” Journal of Bridge Engineering, v 5, n 4, Nov 2000, 304–310. Ghosn, M. and F. Moses (1986), “Reliability Calibration of a Bridge Design Code,” Journal of Structural Engineering, v 112, n 4, Apr 1986, 745763. Ghosn, M. and F. Moses (1985), “Markov Renewal Model for Maximum Bridge Loading,” ASCE Journal of Engineering Mechanics, Sep 1985. Gindy, M., and H. H. Nassif (2006a), “Comparison of Traffic Load Models Based on Simulation and Measured Data,” Joint International Conference on Computing and Decision Making in Civil Engineering, Montreal, Canada, Jun 14–16, 2006. Gindy, M. and H. Nassif (2006b), “Multiple Presence Statistics for Bridge Live Load Based on Weigh-in-Motion Data,” Transportation Research Board, 86th Annual Meeting, Washington, D.C. Grundy, P. and G. Boully (2004), “Fatigue Design in the New Australian Bridge Design Code,” Proceedings of the Austroads 5th Bridge Conference, Hobart, Tasmania, May 19–21, 2004, 12 pages. Hallenbeck, M. and H. Weinblatt (2004), NCHRP Report 509: Equipment for Collecting Traffic Load Data, Transportation Research Board, Washington, D.C. Harman, D. J. and A. G. Davenport (1979), “Statistical Approach to Traffic Loading on Highway Bridges,” Canadian Journal of Civil Engineering, v 6, n 4, Dec 1979, 494–513. Harman, D. J., A. G. Davenport, and W. S. S. Wong (1984), “Traffic Loads on Medium and Long Span Bridges,” Canadian Journal of Civil Engineering, v 11, n 3, Sep 1984, 556–573. Heywood, R. J. (1992), “Multiple Presence Load Model for Bridges,” Probabilistic Mechanics and Structural and Geotechnical Reliability, Proceedings of the 6th ASCE Specialty Conference, Denver, CO, USA, Jul 8–10, 1992, 579–582. Heywood, R. J. and A. S. Nowak (1989), “Bridge Live Load Models,” Proceedings of ICOSSAR ’89, the 5th International Conference on Structural Safety and Reliability, San Francisco, CA, USA, Aug 7–11, 1989, 2147–2154. Hwang, E.-S., H.-M. Koh, and D.-B. Bae (2001), “A Proposal for New Design Live Load Model in Korea,” Structural Safety and Reliability: Proceedings of the Eighth International Conference, ICOSSAR’01, Newport Beach, CA, USA, Jun 17–22, 2001, abstract (paper on CD-ROM). Hwang, E.-S. and H.-M. Koh (2000), “Simulation of Bridge Live Load Effects,” 16th Congress of IABSE, Lucerne, 2000, 8 pages. Indiana Department of Revenue (no date), Indiana Oversize/Overweight Vehicle Permitting Handbook, Indianapolis, IN. Jacobsohn, A. P. (1997), “Truck Weights: A Long and Winding Road,” Waste Age, v 28, n 6, Jun 1997, 58–60, 62, 64–66, 68. Jaeger, L. G. and B. Bakht (1987), “Multiple Presence Reduction Factors for Bridges,” Bridges and Transmission Line Structures, Proceedings of the Sessions at Structures Congress ’87, Orlando, FL, USA, 47–59. Jamera, F. et al. (1997), “FHWA Study Tour for European Traffic- Monitoring Programs and Technologies,” U.S. Department of Trans- portation, Federal Highway Administration, Aug 1997, 112 pages. Jones, D. (2002), “Summary of U.S. National and Regional Trends in Truck Loading,” Proceedings of the Third International Conference on Weigh-in-Motion (ICWIM3), Orlando, FL, USA, May 13–15, 2002, 277–280. Kim, S., A. S. Nowak, and R. Till (1996), “Verification of Site-Specific Live Load on Bridges,” Probabilistic Mechanics and Structural and Geotechnical Reliability, Proceedings of the 7th ASCE Specialty Conference, Worcester, MA, USA, Aug 7–9, 1996, 214–217. Kim, S., A. F. Sokolik, and A. S. Nowak (1996), “Measurement of Truck Load on Bridges in Detroit, Michigan Area,” Transportation Research Record 1541, 1996, 58–63. Kulicki, J. M. (1982), “Rating Bridges for Special Permit Loadings with Considerations of Future Life—Case Studies,” Reports of the Work- ing Commissions (International Association for Bridge and Structural Engineering), v 38, 1982, 91–112. Kulicki, J. M. and D. R. Mertz (1991), “New Live Load for Bridge Design,” Proceedings of the 8th Annual International Bridge Conference, Pittsburgh, PA USA, Jun 10–12, 1991, 238. Kulicki, J. M. (1994), “Development of Bridge Live Load Models,” Proceedings of the ASCE Structures Congress 1994, Atlanta, GA, USA, Apr 24–28, 1994, 532–537. Laman, J. A. and A. S. Nowak (1997), “Site-Specific Truck Loads on Bridges and Roads,” Proceedings of the Institution of Civil Engineers: Transport, v 123, n 2, May 1997, 119–133. Laman, J. A. and A. S. Nowak (1996), “Fatigue-Load Models for Girder Bridges,” Journal of Structural Engineering, v 122, issue 7, Jul 1996, 726–733. Laman, J. A. and A. S. Nowak (1995), “Verification of Truck Loads for Girder Bridges,” Proceedings of the 13th Structures Conference, Part 1 of 2, Boston, MA, USA, Apr 3–5, 1995, 907–920. Laman, J. A. and A. S. Nowak (1993), “Live Load Spectra for Bridge Evaluation,” Proceedings of the Symposium on Practical Solutions for Bridge Strengthening and Rehabilitation, Des Moines, IA, USA, Apr 5–6, 1993, 13–22. Lee, C. E. and N. Souny-Slitine (1998), “Final Research Findings on Traffic-Load Forecasting Using Weigh-In-Motion Data,” Research Report 987-7, Sep 1998, 39 pages. Lichtenstein Consulting Engineers, Inc. (2006), NCHRP Project 12-63 Final Report, Legal Truck Loads and AASHTO Legal Loads for Posting, Transportation Research Board, Washington, D.C. Lichtenstein Consulting Engineers, Inc. (2001), NCHRP Web Document 28 (NCHRP Project C12-46): Manual for Condition Evaluation and Load Rating of Highway Bridges Using Load and Resistance Factor Philosophy, Contractor’s Final Report, Transportation Research Board, Washington, D.C. Lu, Q., J. Harvey, T. Le, J. Lea, R. Quinley, D. Redo, and J. Avis (2002), “Truck Traffic Analysis Using Weigh-In-Motion (WIM) Data in California,” Jun 2002, 303 pages. Lui, W. D., C. A. Cornell, and R. A. Imbsen (1988), “Analysis of Bridge Truck Loads,” Proceedings of the 5th ASCE Specialty Conference, Probabilistic Methods in Civil Engineering, P. D. Spanos, ed, Blacks- burg, VA, USA, May 25–27, 1988, 221224. Miao, T. J. and T. H. T. Chan (2002), “Bridge Live Load Models from WIM Data,” Engineering Structures, v 24, n 8, Jul 2002, 1071–1084. Minervino, C. M., B. 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“Structural Engineering in the 21st Century,” New Orleans, LA, USA, Apr 18–21, 1999, 292–295. Moses, F. (1982), “Probabilistic Load Modeling for Bridge Fatigue Studies,” International Association for Bridge and Structural Engi- neering, 1982, 883–889. Moses, F., M. Ghosn, and R. E. Snyder (1984), “Application of Load Spectra to Bridge Rating,” Transportation Research Record 950, 1984, 45–53. Moses, F., C. G. Schilling, and K. S. Raju (1987), NCHRP Report 299: Fatigue Evaluation Procedures for Steel Bridges, Transportation Research Board, Washington, D.C. Najafi, F. T. and B. Blackadar (1998), “Analysis of Weigh-in-Motion Truck Traffic Data,” Proceedings of the 40th Annual Meeting of the Transportation Research Forum, Philadelphia, PA, USA, Oct 29–31, 1998, 139–162. Nichols, A. P. and D. M. Bullock (2004), “Quality Control Procedures for Weigh-in-Motion Data,” FHWA/IN/JTRP-2004/12, Joint Trans- portation Research Program, Purdue University, West Lafayette, IN. Nowak, A. S. 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TRB’s National Cooperative Highway Research Program (NCHRP) Report 683: Protocols for Collecting and Using Traffic Data in Bridge Design explores a set of protocols and methodologies for using available recent truck traffic data to develop and calibrate vehicular loads for superstructure design, fatigue design, deck design, and design for overload permits.

The protocols are geared to address the collection, processing, and use of national weigh-in-motion (WIM) data. The report also gives practical examples of implementing these protocols with recent national WIM data drawn from states/sites around the country with different traffic exposures, load spectra, and truck configurations. The material in this report will be of immediate interest to bridge engineers.

This report replaces NCHRP Web-Only Document 135: Protocols for Collecting and Using Traffic Data in Bridge Design.

Appendices A through F for NCHRP Report 683 are available only online. These appendices are titled as follows.

Appendix A—Survey Questionnaires & Responses

Appendix B—Main Features of Selected Studies

Appendix C—National WIM Data Analyses

Appendix D—Potential Processes to Develop and Calibrate Vehicular Design Loads

Appendix E—Implementation of WIM Error Filtering Algorithm

Appendix F—Truck Sorting Strategies & Influence on “r” Values

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