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← Development of Non-Petroleum Based Binders for Use in Flexible Pavements
ICT Develops Sensor to Detect Scour Depth Under Bridge Piers →

Performance Evaluation of Open Graded Base Course with Doweled and Non-doweled Transverse Joints on USH 18/151, STH 29, and USH 151

2010-11-12

The Wisconsin Department of Transportation has released a report that explores the performance of 20-year old doweled/non-doweled and dense-graded/permeable base test sections on three concrete pavement segments in Wisconsin.

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This entry was posted in General News, News, Pavement Design/Const., Studies / Reports. Bookmark the permalink.
← Development of Non-Petroleum Based Binders for Use in Flexible Pavements
ICT Develops Sensor to Detect Scour Depth Under Bridge Piers →

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