Phares, B. (2015). Performance of bridge approach panels in Wisconsin : [brief] (Report No. 0092-14-04). Wisconsin. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/29507
Phares, Brent. Performance of bridge approach panels in Wisconsin : [brief]. Report no. 0092-14-04. Wisconsin. Department of Transportation, 2015. https://rosap.ntl.bts.gov/view/dot/29507.
Phares, Brent Performance of bridge approach panels in Wisconsin : [brief]. Wisconsin. Department of Transportation, 2015, Report no. 0092-14-04, ROSA P. https://rosap.ntl.bts.gov/view/dot/29507.
Several years ago, the Wisconsin Department of Transportation changed the bridge
;
approach slab design from a system with one expansion joint to a system that
;
now has three expansion joints. The reason for this change was to protect both
;
the pavement and the bridge from differential expansion and contractions.
Phares, B. (2015). Performance of bridge approach panels in Wisconsin : [brief] (Report No. 0092-14-04). Wisconsin. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/29507
Phares, Brent. Performance of bridge approach panels in Wisconsin : [brief]. Report no. 0092-14-04. Wisconsin. Department of Transportation, 2015. https://rosap.ntl.bts.gov/view/dot/29507.
Phares, Brent Performance of bridge approach panels in Wisconsin : [brief]. Wisconsin. Department of Transportation, 2015, Report no. 0092-14-04, ROSA P. https://rosap.ntl.bts.gov/view/dot/29507.
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