Author : National Research Council (U.S.). Transportation Research Board
Publisher : Transportation Research Board National Research
Page : 52 pages
File Size : 14,2 MB
Release : 1979
Category : Technology & Engineering
ISBN :
The performance of CRCP has revealed a number of failure modes that are traceable to design, construction, materials, and maintenance deficiencies and such other factors as environemntal conditions and traffic loadings. This report of the Transportation Research Board includes a review of the cumulative experiences of state that have constructed and maintained CRCP. Guidelines for repair techniques are included, and areas of needed research are identified.
Author :
Publisher :
Page : 0 pages
File Size : 35,17 MB
Release : 1979
Category :
ISBN :
National Cooperative Highway Research Program Synthesis of Highway Practice 60.
Author :
Publisher :
Page : 56 pages
File Size : 18,95 MB
Release : 1978
Category : Pavements, Concrete
ISBN :
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 in the methods of repair used by maintenance personnel in the four States. Subtle differences were also discovered which can be considered for implementation by all of the participants and others to improve their maintenance techniques.
Author : J. E. Simonsen
Publisher :
Page : 20 pages
File Size : 11,63 MB
Release : 1964
Category : Pavements, Reinforced concrete
ISBN :
Author : J. E. Simonsen
Publisher :
Page : 4 pages
File Size : 45,88 MB
Release : 1966
Category : Interstate 96
ISBN :
Author : Mark G. Hagen
Publisher :
Page : 116 pages
File Size : 16,4 MB
Release : 1985
Category : Pavements, Reinforced concrete
ISBN :
Author : Michael I. Darter
Publisher :
Page : 114 pages
File Size : 38,71 MB
Release : 1982
Category : Pavements, Reinforced concrete
ISBN :
Procedures for permanently patching and for pressure grouting of continuously reinforced concrete pavement have been developed. These procedures have been extensively field tested to ensure their practicality and adequacy. The patching procedures reduce costs and lane closure time by considering the different distress types, different methods of construction, and concrete additive and curing for early opening. The pressure grouting procedures provide for a restoration of support beneath the slab and the prevention of future pumping.
Author : National Research Council (U.S.). Highway Research Board
Publisher :
Page : 28 pages
File Size : 20,23 MB
Release : 1958
Category : Pavements
ISBN :
Paper 1: Experience gained from existing continuously reinforced concrete pavements is now adequate to suggest certain design principles. Paper 2: In the fall of 1956, the Pennsylvania Department of Highways constructed the first of two experimental continuously-reinforced concrete pavements. The first of these projects is on route 111, near York. In this project, measurements are being made of the strain in the bar-mat reinforcing steel in a uniform 9-in. pavement. Studies are also being conducted on the crack frequency, the crack width, and the slab temperature. A theory governing the behavior, the details of construction and instrumentation, and the results obtained during the first two months of the pavement's life are described.
Author : Harvey J. Treybig
Publisher :
Page : 0 pages
File Size : 40,85 MB
Release : 1969
Category : Pavements, Reinforced concrete
ISBN :
Author : Gary Eugene Elkins
Publisher :
Page : 114 pages
File Size : 32,15 MB
Release : 1981
Category : Pavements, Reinforced concrete
ISBN :
