Performance of a continuously reinforced concrete overlay
Abstract
The four and one half year performance of a 6 inch overlay placed on two different underlying materials 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 lands. Longitudinal cracking is assessed and a description of all types of defects is given.
- Publication:
-
NASA STI/Recon Technical Report N
- Pub Date:
- April 1980
- Bibcode:
- 1980STIN...8113235B
- Keywords:
-
- Concrete Structures;
- Crack Initiation;
- Joints (Junctions);
- Surface Defects;
- Concretes;
- Pavements;
- Engineering (General)