Repair of CRCP (FHWA-TS-78-215)

This report details the results of an in-depth study of methods and costs of repairing failures in continuously reinforced concrete pavement. The study was conducted in 1977 by teams of Engineers from four States: Arkansas, Louisiana, Mississippi, and Texas. Similarities were revealed...

Repair of CRCP (FHWA-TS-78-215)

PDF courtesy of the American Concrete Pavement Association's (ACPA's) technical resources archives. This report details the results of an in-depth study of methods and costs of repairing failures in continuously reinforced concrete pavement. The study was conducted in 1977 by teams of Engineers from...

Design and Construction of Several Maintenance Techniques for Continuously Reinforced Concrete Pavements (FHWA/IN/JHRP-76/12)

A substantial amount of continuously reinforced concrete pavement has been constructed in recent years in Indiana. A considerable amount of these pavements have shown some distress. Past research by Faiz and Yoder have delved into the causes of this...

A Comprehensive Pavement Evaluation System: Application to CRCP (FHWA/IN/JHRP-76/02)

Since 1972, a continuing study of the performance of CRC pavements has been in progress at the Joint Highway Research Project, Purdue University. The objective of the research program is to evaluate and recommend design and construction techniques that...

Some Observations of CRCPs and Proposed Maintenance Procedures

PDF courtesy of the American Concrete Pavement Association's (ACPA's) technical resources archives. Mississippi ranks third in the nation in mileage of Continuously Reinforced Concrete Pavement. Almost 900 miles of two-lane pavement are in use in Mississippi. On a nation wide basis, more than 10,000 miles...

Procedures for Repairing Continuously Reinforced Concrete Pavements

Successful repair of continuously reinforced concrete pavements requires that care be exercised in removing and replacing failed areas. In most cases, failures must be temporarily maintained by bituminous patching but, because of the nature of this type of pavement, permanent repairs using...

Failure and Repair of Experimental Continuously Reinforced Concrete Pavement on I-96: Portland Road to M66

This report analyzes the causes of five failures--two in welded wire mesh sections, one in a bar mat section, and two in the conventional pavement section--in the continuously reinforced experimental pavement project on I 96 between Portland Road and M 66, as...