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- W608783316 abstract "Six wearing surface materials were evaluated as potential replacements for the existing wearing surface on the Poplar Street Bridge in St. Louis. The materials were 2 asphaltic concretes, 3 epoxy concretes, and a methyl-methacrylate concrete. Lab tests included fatigue tests (flexural) at 0 deg R and at a range of 0 to 160 deg F. Concurrently, test sections of the same material were placed on the bridge and monitored for 1-2 years. Recorded strains were correlated with the laboratory fatigue tests. One of the proprietary epoxy concretes was recommended, although none of them performed as well as desired." @default.
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- W608783316 date "1989-01-01" @default.
- W608783316 modified "2023-09-23" @default.
- W608783316 title "EVALUATION OF WEARING SURFACE SYSTEMS FOR ORTHOTROPIC STEEL-PLATE BRIDGE DECKS" @default.
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