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CHAPTER 1 Introduction
CHAPTER 3 Concept of Recommended Methodology for Estimating Bridge
CHAPTER 4 Conclusions
A1 APPENDIX A Recommended Methodology for Estimating Bridge Network
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1.00 Prestressed Concrete AASHTO fatigue truck agencies Alternative Scenario Appendix asphalt concrete axle weights bridge deck Bridge ID bridge network calculated changes in truck concrete overlay conﬁguration cost impact category cracks Data Set deﬁciency deﬁned design load effects evaluation existing bridges fatigue assessment fatigue damage fatigue truck model FHWA ﬁrst GVWAS GVWk,BC highway agencies Idaho Transportation Department impact factor included increase Level I analysis live load factor load ratings NCHRP number of bridges operating rating payload percent Perdikaris PMGVW predicting Prestressed Concrete Beam rating factor rating vehicle RC deck fatigue rebar recommended methodology replacement Report requirement result RolledBeam Continuous RolledBeam Simple S-N curve Section sensitivity analysis shifting signiﬁcant speciﬁc steel bridges steel fatigue stress range Table tare weight Transportation Research Record truck load truck traffic truck types truck weight limit USDOT vehicle weight weight limit change wheel weight WIM data window parameters