Deflection responses of a series of experimental test sections were obtained layer by layer during construction, upon completion of construction, and subsequent to construction. Deflections were obtained by use of Benkelman beams, the Road Rater, and the Dynaflect. Test results from one location within each test section were analyzed to determine which relationships were, or were not, meaningful. This was done as a pilot study and as a preliminary step toward final analysis of the data bank. The analyses are presented in this report
Road Rater deflection data were used to estimate the in-place subgrade strength and the in-place str...
To evaluate projects involving approximately 200 route-miles of interstate and primary pavements in ...
A pavement scheduled for an overlay of 76 mm (3 inches) of asphaltic concrete on one half the projec...
In this study a procedure has been developed to evaluate the structural condition of pavements using...
Dynamic test deflections have been duplicated by elastic theory using the Chevron N-layered computer...
This study was initiated to verify a newly-developed set of design curves for full-depth asphaltic c...
The Benkelman beam has been one of the most commonly used methods of measuring surface deflections o...
Dynamic deflections have been used to determine in-place structural conditions of rigid pavements, b...
Considerable attention has been devoted to the design and use of full-depth asphaltic concrete pavem...
Road Rater deflections have been used to determine in-place structural conditions of rigid and compo...
Personnel from the University of Kentucky Transportation Research Program (KTRP) were requested by t...
This study was initiated to verify a newly-developed set of design curves for full-depth asphaltic c...
This report describes a number of gages developed to measure the location and magnitude of ruts. The...
Dynamic test deflections have been duplicated by elastic theory using the Chevron N-layered computer...
"October 2002."; Includes bibliographical references (p. 77-78).; Final report.; Performed by Dept. ...
Road Rater deflection data were used to estimate the in-place subgrade strength and the in-place str...
To evaluate projects involving approximately 200 route-miles of interstate and primary pavements in ...
A pavement scheduled for an overlay of 76 mm (3 inches) of asphaltic concrete on one half the projec...
In this study a procedure has been developed to evaluate the structural condition of pavements using...
Dynamic test deflections have been duplicated by elastic theory using the Chevron N-layered computer...
This study was initiated to verify a newly-developed set of design curves for full-depth asphaltic c...
The Benkelman beam has been one of the most commonly used methods of measuring surface deflections o...
Dynamic deflections have been used to determine in-place structural conditions of rigid pavements, b...
Considerable attention has been devoted to the design and use of full-depth asphaltic concrete pavem...
Road Rater deflections have been used to determine in-place structural conditions of rigid and compo...
Personnel from the University of Kentucky Transportation Research Program (KTRP) were requested by t...
This study was initiated to verify a newly-developed set of design curves for full-depth asphaltic c...
This report describes a number of gages developed to measure the location and magnitude of ruts. The...
Dynamic test deflections have been duplicated by elastic theory using the Chevron N-layered computer...
"October 2002."; Includes bibliographical references (p. 77-78).; Final report.; Performed by Dept. ...
Road Rater deflection data were used to estimate the in-place subgrade strength and the in-place str...
To evaluate projects involving approximately 200 route-miles of interstate and primary pavements in ...
A pavement scheduled for an overlay of 76 mm (3 inches) of asphaltic concrete on one half the projec...