A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Performance of a Continuously Reinforced Concrete Overlay
The four-and-one-half-year performance of a 6-inch CRC overlay placed on two different underlying materials and a contiguous 8-inch CRC land newly constructed for purposes of widening is assessed. The design of the pavement incorporates nonaligned longitudinal joints between the old and new concrete. Transverse crack widths and spacings are determined for the various pavement lanes. Longitudinal cracking is assessed and a description of all types of defects is given. Conclusions are drawn and recommendations formulated on the basis of observation and condition surveys.
Performance of a Continuously Reinforced Concrete Overlay
The four-and-one-half-year performance of a 6-inch CRC overlay placed on two different underlying materials and a contiguous 8-inch CRC land newly constructed for purposes of widening is assessed. The design of the pavement incorporates nonaligned longitudinal joints between the old and new concrete. Transverse crack widths and spacings are determined for the various pavement lanes. Longitudinal cracking is assessed and a description of all types of defects is given. Conclusions are drawn and recommendations formulated on the basis of observation and condition surveys.
Performance of a Continuously Reinforced Concrete Overlay
D. G. Bowers (author)
1980
35 pages
Report
No indication
English
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