Connecticut. Dept. of Transportation (2008). Evaluation of notched wedge pavement joints vs. traditional butt joints for use in Connecticut. Connecticut. Dept. of Transportation. https://rosap.ntl.bts.gov/view/dot/16976
Connecticut. Dept. of Transportation. Evaluation of notched wedge pavement joints vs. traditional butt joints for use in Connecticut. Connecticut. Dept. of Transportation, 2008. https://rosap.ntl.bts.gov/view/dot/16976.
Connecticut. Dept. of Transportation Evaluation of notched wedge pavement joints vs. traditional butt joints for use in Connecticut. Connecticut. Dept. of Transportation, 2008, ROSA P. https://rosap.ntl.bts.gov/view/dot/16976.
Following up on earlier research performed by several states and the
;
National Center for Asphalt Technology (NCAT) at Auburn University, the
;
University of Connecticut’s Advanced Pavement Lab (CAP Lab) was
;
charged with evaluating the longitudinal notched wedge (NW) joint on
;
hot-mix asphalt (HMA) pavements in Connecticut. By placing one lift with a
;
wedge joint on the edge, then placing a second overlapping lift, it was
;
believed the early deterioration of traditional butt joints could be avoided.
Connecticut. Dept. of Transportation (2008). Evaluation of notched wedge pavement joints vs. traditional butt joints for use in Connecticut. Connecticut. Dept. of Transportation. https://rosap.ntl.bts.gov/view/dot/16976
Connecticut. Dept. of Transportation. Evaluation of notched wedge pavement joints vs. traditional butt joints for use in Connecticut. Connecticut. Dept. of Transportation, 2008. https://rosap.ntl.bts.gov/view/dot/16976.
Connecticut. Dept. of Transportation Evaluation of notched wedge pavement joints vs. traditional butt joints for use in Connecticut. Connecticut. Dept. of Transportation, 2008, ROSA P. https://rosap.ntl.bts.gov/view/dot/16976.
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