Evolution of truck weight limits and bridge live load models: evidence of impacts from Manitoba, Canada

dc.contributor.authorPushka, Amanda
dc.contributor.examiningcommitteeFiorillo, Graziano (Civil Engineering) Mufti, Aftab (Civil Engineering)en_US
dc.contributor.supervisorRegehr, Jonathan D. (Civil Engineering)en_US
dc.date.accessioned2021-01-14T15:28:21Z
dc.date.available2021-01-14T15:28:21Z
dc.date.copyright2021-01-13
dc.date.issued2020-12-21en_US
dc.date.submitted2020-12-22T00:11:07Zen_US
dc.date.submitted2021-01-13T21:21:57Zen_US
dc.degree.disciplineCivil Engineeringen_US
dc.degree.levelMaster of Science (M.Sc.)en_US
dc.description.abstractThis research presents evidence of the impacts of truck size and weight regulation changes on bridge live load models, truck operating gross vehicle weights and bridge structure reliability, specifically focusing on the context of Manitoba, Canada. This work addresses previous research gaps and contributes knowledge to this topic by: (1) examining historical relationships between truck size and weight regulations and bridge design codes; (2) conducting a retrospective, longitudinal study using a unique time- series of truck weight data to provide insights about the magnitude and timing of the impacts of truck weight regulatory changes on truck operating gross vehicle weights; and (3) evaluating the reliability of typical bridge types designed according to modified live load models and subject to differing truck live loads. Key findings from this work include several insights and observations. First, while at times bridge codes are released in conjunction with expected regulation changes, there is often a delay in the issuance of revised design codes, thus highlighting the importance of assessing current changes to the truck fleet for future bridge code live load models. Second, truck carriers take advantage of increased truck weight limits; however, the truck configuration and type of commodity influences the sensitivity to the weight limit changes. Similarly, the timing of the response is dependent on the ease of implementation and immediate increases are observed for weigh-out commodities when fleet modifications are not required. Third, three bridge types designed to the previously unanalyzed live load model specified in Manitoba are found to maintain a level of safety for the girders that exceeds target code requirements with reliability indices ranging from 4.65 to 5.04, depending on the considered live load statistics. This indicates a potential capacity for the considered structure types to safely withstand increased traffic load effects. By studying specific topics influenced by truck size and weight regulation changes and providing evidence of the impacts on truck operating weights and bridge infrastructure, this thesis contributes new insights to address gaps in previous research. It highlights the importance of monitoring changing truck weights and configurations to maintain the level of safety of bridge infrastructure.en_US
dc.description.noteFebruary 2021en_US
dc.identifier.urihttp://hdl.handle.net/1993/35233
dc.language.isoengen_US
dc.subjectBridgeen_US
dc.subjectTrucken_US
dc.subjectGross vehicle weighten_US
dc.subjectRegulation changeen_US
dc.subjectWeight limiten_US
dc.subjectTruck fleeten_US
dc.subjectLive load modelen_US
dc.subjectStructural reliabilityen_US
dc.subjectReliability analysisen_US
dc.subjectRegulationen_US
dc.titleEvolution of truck weight limits and bridge live load models: evidence of impacts from Manitoba, Canadaen_US
dc.typemaster thesisen_US
local.subject.manitobayesen_US

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