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Performance evaluation of open graded base course with doweled and non-doweled transverse joints on USH 18/151, STH 29, and USH 151
(Wisconsin Highway Research Program, 2010-09)
The objectives of this study were to investigate the performance of 20-year old doweled/non-doweled and dense-graded/permeable base test sections on three concrete pavement segments in Wisconsin: USH 18/151 in Iowa and ...