Author: J. E. Simonsen
Publisher:
ISBN:
Category : Asphalt concrete
Languages : en
Pages : 28
Book Description
Performance Evaluation of Concrete Overlays
Author: David L. Lippert
Publisher:
ISBN:
Category : Pavements
Languages : en
Pages : 54
Book Description
Publisher:
ISBN:
Category : Pavements
Languages : en
Pages : 54
Book Description
Performance Evaluation of Concrete Pavement Overlays
Author: J. E. Simonsen
Publisher:
ISBN:
Category : Asphalt concrete
Languages : en
Pages : 28
Book Description
Publisher:
ISBN:
Category : Asphalt concrete
Languages : en
Pages : 28
Book Description
Performance Evaluation of Concrete Pavement Overlays (construction Report)
Author: J. E. Simonsen
Publisher:
ISBN:
Category : Pavements
Languages : en
Pages : 15
Book Description
Publisher:
ISBN:
Category : Pavements
Languages : en
Pages : 15
Book Description
National Experimental Projects Tabulation
Structural Overlay Strategies for Jointed Concrete Pavements
Field Evaluation of Asphalt Concrete Overlays on Concrete Pavements
Author: Brian Garkie
Publisher:
ISBN:
Category : Pavements
Languages : en
Pages : 82
Book Description
Publisher:
ISBN:
Category : Pavements
Languages : en
Pages : 82
Book Description
Performance Evaluation of Asphaltic Concrete Pavement Overlays
Author: Ashwani K. Sharma
Publisher:
ISBN:
Category : Concrete coatings
Languages : en
Pages : 0
Book Description
Publisher:
ISBN:
Category : Concrete coatings
Languages : en
Pages : 0
Book Description
Rehabilitation and Evaluation of Distressed Portland Cement Concrete Pavement
Author: Daniel Okpala
Publisher:
ISBN:
Category : Concrete
Languages : en
Pages : 50
Book Description
Publisher:
ISBN:
Category : Concrete
Languages : en
Pages : 50
Book Description
Evaluation of Unbonded Portland Cement Concrete Overlays
Author:
Publisher:
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 92
Book Description
Publisher:
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 92
Book Description
Bituminous Overlay Policy - a Performance Evaluation
Author: Amy M. Schutzbach
Publisher:
ISBN:
Category : Pavements
Languages : en
Pages : 54
Book Description
To address an increasing backlog of roadways in need of rehabilitation, the Illinois Department of Transportation (IDOT) began use of a standard overlay thickness policy in the early 1980's. On the non-interstate, or primary, system, first resurfacing or overlays over pavements being widened and resurfaced were allowed 2.5 inches. Subsequent resurfacing were limited to 2 inches. A provision in the policy allowed for exceptions. This report presents the results of an evaluation of the performance of bituminous overlays constructed on the primary system in accordance with IDOT'S overlay policy. Twelve projects were selected for monitoring. The results of visual surveys, deflection testing, and Condition Rating Survey (CRS) histories were analyzed. The standard overlay thickness policy met the FHWA required minimum 5-year performance period for Federal-aid rehabilitation projects on the primary system. Subsequent overlays were found to have shorter life spans than first overlays. Records of requests for exceptions to the standard overlay thickness policy were also reviewed. Information gathered from the records review was incorporated into the policy and used to create a more efficient process for reviewing requests for exceptions.
Publisher:
ISBN:
Category : Pavements
Languages : en
Pages : 54
Book Description
To address an increasing backlog of roadways in need of rehabilitation, the Illinois Department of Transportation (IDOT) began use of a standard overlay thickness policy in the early 1980's. On the non-interstate, or primary, system, first resurfacing or overlays over pavements being widened and resurfaced were allowed 2.5 inches. Subsequent resurfacing were limited to 2 inches. A provision in the policy allowed for exceptions. This report presents the results of an evaluation of the performance of bituminous overlays constructed on the primary system in accordance with IDOT'S overlay policy. Twelve projects were selected for monitoring. The results of visual surveys, deflection testing, and Condition Rating Survey (CRS) histories were analyzed. The standard overlay thickness policy met the FHWA required minimum 5-year performance period for Federal-aid rehabilitation projects on the primary system. Subsequent overlays were found to have shorter life spans than first overlays. Records of requests for exceptions to the standard overlay thickness policy were also reviewed. Information gathered from the records review was incorporated into the policy and used to create a more efficient process for reviewing requests for exceptions.