| dc.creator | Ismalia | |
| dc.creator | Dauda A. | |
| dc.creator | Young, T.S. | |
| dc.creator | Locke, Carl E. | |
| dc.date.accessioned | 2019-02-08T23:33:26Z | |
| dc.date.available | 2019-02-08T23:33:26Z | |
| dc.date.issued | 1980-4 | |
| dc.identifier.govdoc | FHWA-OK | |
| dc.identifier.other | Oklahoma Department of Transportation State Planning and Research | |
| dc.identifier.uri | https://hdl.handle.net/11244/317191 | |
| dc.description.abstract | The feasibility of impregnating bridge decks with methylmethacrylate for protection against freeze-thaw deteriorization and corrosion of the reinforcing steel is reported. Parameters such as monomer system, monomer loading, drying temperature and time, curing temperature and time, soak time and equipment were investigated and dicussed. A nondestructive method for the determination of the polymer depth in a polymer impregnated concrete was investigated and reported. The three methods that are presently used to place polymer concrete overlay on bridge decks were tested and compared with each other. | |
| dc.format.extent | 124 pages | |
| dc.format.extent | 13,206,912 bytes | |
| dc.format.medium | application.pdf | |
| dc.language | en_US | |
| dc.relation.ispartofseries | No | |
| dc.relation.requires | Adobe Acrobat Reader | |
| dc.title | Polymer impregnated concrete and polymer concrete overlays | |
| dc.type | Technical Report | |
| dc.description.version | Final Report | |
| dc.description.peerreview | No | |
| dc.type.material | text | |
| dc.subject.keywords | Polymer impregnated concrete | |
| dc.subject.keywords | Feasibility | |
| dc.subject.keywords | Freeze-thaw deterioration | |
| dc.subject.keywords | Corrosion of reinforcing steel | |
| dc.subject.keywords | Monomers | |
| dc.subject.keywords | Polymer | |
| dc.subject.keywords | Bridge decks | |
| dc.contributor.sponsor | Oklahoma Department of Transportation. Materials and Research Division. Office of Research & Implementation | |
