Proceedings of the Portland Cement Concrete Pavement Patching Conference, Homewood, Illinois, August 29-September 1, 1983, Sheraton-Homewood Inn
Title:
Proceedings of the Portland Cement Concrete Pavement Patching Conference, Homewood, Illinois, August 29-September 1, 1983, Sheraton-Homewood Inn
Author:
Portland Cement Concrete Pavement Patching Conference (1983 : Homewood, Ill.)
Publication Information:
[Washington, D.C.] : The Administration, [1984]
Physical Description:
iv, 188 p. : ill. ; 28 cm.
Series:
Report - Federal Highway Administration ; no. FHWA-TS-83-211
Report - Federal Highway Administration ; FHWA-TS-83-211.
Contents:
Conference agenda -- Welcome & introduction -- Research prespective [i.e. perspective] on P.C. concrete pavement patching -- Illinois procedure for patching continuously reinforced concrete pavement -- Conventional PCC pavement patching in Illinois -- Experimental rehabilitation of jointed reinforced concrete pavement-Wisconsin -- Patching of jointed P.C. concrete pavement in Kansas -- Pavement repair specifications -- P.C. concrete pavement patching -- Concrete joint repair in Nebraska -- PCA views and recommendations on P.C. concrete pavement patching -- PCC pavement patching -- Portland cement concrete pavement patching -- Michigan's concrete pavement repair program -- Patching PCC concrete construction procedures and problems -- Minnesota's Portald cement concrete pavement repair -- Joint investigation -- Portland cement concrete pavement -- P.C. concrete pavement patching -- Summary of states P.C.C. pavement patching preactices -- Panel -- Appendices.
Abstract:
The conference was attended by Illinois, Indiana, Michigan, Minnesota, Ohio, Wisconsin, Iowa, Kansas and Nebraska. Papers were presented on patching of both conventional and continuously reinforced concrete pavement. The following practices and procedures were the most commonly used and endorsed by the participating States: Patches should be provided with load transfer; Areas to be patched should be double sawed and preferably removed by lifting; Bituminous patches are frequently used when the pavement is to receive a bituminous overlay; Calcium chloride is used for quick set of the P.C. concrete patch when traffic demands a short curing time; Pressure relief joints are often used in conjunction with P.C. concrete patches; Use forms on the outside of the patch; Seal the patch joints; Reinforcing not used in conventional P.C. concrete patches.
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