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Aktan, A E, C Chuntavan, K L Lee and T Toksoy, Structural Identi cation of a Steel-Stringer Bridge for Nondestructive Evaluation, Transportation Research Record, Number 1393, 1993, 1 36 Aktan, A E and A J Helmicki, Instrumentation, Testing, and Monitoring of Reinforced Deck-on-Steel Girder Bridges: Mid-Term Project Report, Report No UCCII94, FHWA/ODOT Contract No 7665, College of Engineering, University of Cincinnati, OH, 1995 Aktan, A E, V Dalal, D Farhey, A Helmicki, V Hunt and S Shelley, Condition and Reliability Evaluation for Bridge Management, Journal of Infrastructure Systems, 2(3), 1996, 108 117 Aktan, A E, R Miller, B Shahrooz, M Zwick, M Heckenmueller, I Ho, W Hrinko and T Toksoy, Nondestructive and Destructive Testing of a Reinforced Concrete Slab Bridge and Associated Analytical Studies, Report No FHWA/OH-93/017 and UCCII 92/02 ODOT Contract No14482, College of Engineering, University of Cincinnati, Cincinnati, OH, 1992 Alampalli, S and G Fu, Instrumentation of Remote and Continuous Monitoring of Structure Conditions, Transportation Research Board preprint No 94-0261, 1994 Bakht, B and L Jaeger, Bridge Testing A Surprise Every Time, Journal of Structural Engineering, American Society of Civil Engineers, 116(5), 1990, 1370 1383 Baumgartner, W and H Waubke, Service Life Estimation of Bridges, Proceedings of the Bridge Management 2nd International Conference, Guildford, UK, 1993 Bay, J A, K H Stokoe II and J D Jackson, Development of a Rolling Dynamic De ectometer, Transportation Research Record, Number 1473, 1995, 43 54 Ben-Akiva, M and R Ramaswamy Approach for Predicting Latent Infrastructure Facility Deterioration, Transportation Science, Vol 27(2), May 1993, 174 193 Biswas, M, A K Pandex and M M Samman, Diagnostic Experimental Spectral/Model Analysis of a Highway Bridge, International Journal of Analytical and Experimental Modal Analysis, 1990, 33 42 BRIDGIT: Bridge Management System Software, Technical Manual, NCHRP Project 1994 12-28 (2) A Chase, S B, FHWA NDE Contract Research, an Overview, Presentation at North American Workshop on Instrumentation and Vibration Analysis of Highway Bridges, Cincinnati, OH, 1995 Cawley, P and RD Adams, The Location of Defects in Structures from Measurements of Natural Frequencies, Journal of Strain Analysis, 4(2), 1979, 49 57 Chen, S and Y R Kim, Condition Assessment of Marine Timber Piles Using Stress Wave Method, Building an International Community of Structural Engineers, Proceedings of the Structures Congress XIV, 2, 1996, 853 860 Clough, R W and J Penzien, Dynamics of Structures, McGraw-Hill, 1993 DeWolf J, D A Bagdasarian and P N O Leary, Bridge Condition Assessment Using Signatures, Nondestructive Evaluation of Civil Structures and Materials, Conference sponsored by the FHWA and the National Science Foundation, Boulder, CO, 1992, 171 179 Eberhard, M O, G Hjartarson, J A MacLardy and M L Marsh, Lateral-Load Response of a Reinforced Concrete Bridge, WA-RD 3052, Final Report, US Department of Transportation, Washington, DC, 1993 Egri, R, G Henderson, A Lichtenstein, S Madanat and K Maser, Development of a Wireless Global Bridge Evaluation and Monitoring System: Literature Review, Florida Highway Administration (FHWA) Contract No DTFH61-94-C-00217, 1995.

BD 1080 (178)

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In the US, truck loads such as HL-93 are based on the combined intensity of truck and lane loads Three types of traf c volumes can be summarized as: 1 Recommended truck loads are HL-93 Legal and permit loads for the state in which the bridge is located are also applicable 2 High through traf c on interstate and major highways between states or cities where the average number of trucks per lane per day exceeds 1000 and the average of all vehicles exceeds 4000 3 Moderate traf c on arterial roads serving property and business access where the average number of trucks per lane per day is between 250 and 1000, and the average of all vehicles is between 1000 and 4000 Recommended truck loads are either HL-93 or other as speci ed by the state in this category 4 Limited traf c on local roads serving small communities where the average number of trucks per lane per day is less than 250 and the average of all vehicles is less than 1000 Recommended truck loads are for the state or county in which roads are located Older bridges with occasional truck load are posted for the maximum weight of truck permissible to prevent overstress

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BD 1080 (235)

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