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- W2337188970 abstract "This report describes the structural evaluation and load test of the 18th Avenue Bridge located between Warden Avenue and Kennedy Road in Markham. The structure is a one-lane bridge, 9.14 m long. It is of a concrete beam and slab construction. Design drawings showing reinforcement details are not available, so an analytical evaluation of bridge strength was not possible. The bridge is in generally poor condition with extensive spalling of concrete and corrosion of exposed reinforcement in the exterior girders. It had been posted for 8 tonnes. Load testing revealed that the structure is much stiffer than in theory with some restraint at the supports. Testing was stopped at a load level at which measured responses in the most deteriorated exterior girder became non-linear. Because of the advanced deterioration of the exterior girders, non-linearity was observed under eccentric loading prior to central loading. Based on the maximum eccentric test load applied to the bridge, posting loads of 16, 20 and 29 tonnes at evaluation levels 1, 2 and 3, respectively, are recommended. If traffic could be restricted somehow to the central portion of the bridge, posting loads of 20, 26 and 35 tonnes could be adopted." @default.
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- W2337188970 date "1991-01-01" @default.
- W2337188970 modified "2023-09-27" @default.
- W2337188970 title "LOAD TEST AND EVALUATION OF THE 18TH AVENUE BRIDGE. STRUCTURAL RESEARCH REPORT" @default.
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