A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Thin Bonded P.C.C. Resurfacing: Interim Report Number 1
The purpose of this study was to evaluate the construction techniques and performance characteristics of the La. DOTD's first portland cement concrete resurfacing project which was constructed over a short section of an existing 9-inch concrete pavement located on US 61 north of Baton Rouge. The old pavement surface was cleaned with a device which blasted the surface with small steel shot. The resurfacing concrete consisted of a 5.8-bag, air-entrained limestone concrete with an average thickness of 4 inches. A water cement grout was used as a bonding agent and was sprayed on the old pavement immediately prior to overlay.
Thin Bonded P.C.C. Resurfacing: Interim Report Number 1
The purpose of this study was to evaluate the construction techniques and performance characteristics of the La. DOTD's first portland cement concrete resurfacing project which was constructed over a short section of an existing 9-inch concrete pavement located on US 61 north of Baton Rouge. The old pavement surface was cleaned with a device which blasted the surface with small steel shot. The resurfacing concrete consisted of a 5.8-bag, air-entrained limestone concrete with an average thickness of 4 inches. A water cement grout was used as a bonding agent and was sprayed on the old pavement immediately prior to overlay.
Thin Bonded P.C.C. Resurfacing: Interim Report Number 1
W. H. Temple (author) / M. Rasoulian (author)
1982
49 pages
Report
No indication
English
| NTIS | 1985
Bonded concrete resurfacing concrete pavements
| Engineering Index Backfile | 1956
NEWARK AIRPORT - Runway resurfacing report.
Online Contents | 1997
Report on Experimental Pavement Resurfacing
NTIS | 1965