| dc.creator | Pederson, C.M. | |
| dc.date.accessioned | 2019-02-08T23:33:24Z | |
| dc.date.available | 2019-02-08T23:33:24Z | |
| dc.date.issued | 1976-5 | |
| dc.identifier.govdoc | FHWA-OK | |
| dc.identifier.other | Oklahoma Department of Transportation State Planning and Research | |
| dc.identifier.uri | https://hdl.handle.net/11244/317187 | |
| dc.description.abstract | This report compares the performance of continuously reinforced concrete pavement with and with transverse steel. The construction of a CRCP project without transverse steel was done at the insistence of the Division FHWA personnel. The frequency of defects of the CRCP without transverse steel compared with CRCP with transverse steel is much higher at an earlier age and the least desirable of the two design types. | |
| dc.format.extent | 12 pages | |
| dc.format.extent | 4,907,779 bytes | |
| dc.format.medium | application.pdf | |
| dc.language | en_US | |
| dc.relation.ispartofseries | No | |
| dc.relation.requires | Adobe Acrobat Reader | |
| dc.title | Evaluation of continuously reinforced concrete pavement | |
| dc.type | Technical Report | |
| dc.description.peerreview | No | |
| dc.type.material | text | |
| dc.subject.keywords | Continuously reinforced | |
| dc.subject.keywords | Concrete | |
| dc.subject.keywords | Pavements | |
| dc.contributor.sponsor | Oklahoma Department of Transportation. Materials and Research Division. Office of Research & Implementation | |
