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CHAPTER 1 Introduction
CHAPTER 3 Concept of Recommended Methodology for Estimating Bridge
CHAPTER 4 Conclusions
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agencies Altemative Scenario Appendix asphalt concrete axle weights Base Beam Prestressed Concrete bridge deck bridge inventory bridge network costs changes in truck Concrete Beam Prestressed concrete overlay conﬁguration Cost Impact Category Cost Ratio cracks Data Set deﬁciency deﬁned design load estimated Evaluation example existing bridges fatigue assessment fatigue damage FHWA ﬁrst girder highway agencies histograms Idaho Transportation Department identiﬁed impact costs impact factor included increase Level live load factor NCHRP number of bridges payload percent PMGVW prediction Prestressed Concrete Beam rating factor RC deck fatigue rebar recommended methodology Repair Cost replacement responding action result RolledBeam Simple RolledBeam S-N curve Section sensitivity analysis shifting signiﬁcant Simple RolledBeam Simple speciﬁc steel bridges steel fatigue stress range structural steel Table tare weight truck load truck trafﬁc truck types truck weight limit USDOT VMT data weight limit change wheel weight WIM data window parameters