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contributor authorSylwia Stawska
contributor authorAndrzej S. Nowak
contributor authorJacek Chmielewski
contributor authorAnjan Ramesh Babu
date accessioned2022-02-01T22:03:07Z
date available2022-02-01T22:03:07Z
date issued9/1/2021
identifier other%28ASCE%29BE.1943-5592.0001760.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4272515
description abstractTo ensure bridge safety under vehicular traffic, the owners must systematically verify the adequacy of bridge live load-carrying capacity. Bridges are evaluated for design, legal, and permit loading. The legal load rating uses AASHTO legal trucks, which meet the Federal Bridge Formula requirements. However, each state has a federal law exemption for truck weight and size. The state-specific grandfather provisions allow the operation of legally overloaded vehicles. Thus, the objective of this study is to determine whether the current live load factors provide adequate safety for exempted vehicles because there are no provisions for overloaded vehicles under grandfather provisions. This study presents a reliability-based analysis to determine state-specific live load factor for bridge rating on an example of Montana’s 20% overload allowance for agricultural vehicles. This approach does not require a reanalysis of the state bridge inventory. Linear scaling of existing rating results from bridge records can be used to determine ratings for agricultural vehicles. The study provides a calibration method to maintain the required minimum safety level with the minimum cost and effort.
publisherASCE
titleBridge Rating for Vehicles with Grandfather Provisions
typeJournal Paper
journal volume26
journal issue9
journal titleJournal of Bridge Engineering
identifier doi10.1061/(ASCE)BE.1943-5592.0001760
journal fristpage04021066-1
journal lastpage04021066-13
page13
treeJournal of Bridge Engineering:;2021:;Volume ( 026 ):;issue: 009
contenttypeFulltext


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