Author: Satish Babu Kodavali
Publisher:
ISBN:
Category :
Languages : en
Pages : 238
Book Description
Environmental Effects on the Non-destructive Evaluation of Plain Jointed Concrete Pavements Using Falling Weight Deflectometer
Author: Satish Babu Kodavali
Publisher:
ISBN:
Category :
Languages : en
Pages : 238
Book Description
Publisher:
ISBN:
Category :
Languages : en
Pages : 238
Book Description
The Falling Weight Deflectometer for Nondestructive Evaluation of Rigid Pavements
Author:
Publisher:
ISBN:
Category : Nondestructive testing
Languages : en
Pages : 108
Book Description
Publisher:
ISBN:
Category : Nondestructive testing
Languages : en
Pages : 108
Book Description
Final Summary Report
Author: Ernest J. Barenberg
Publisher:
ISBN:
Category : Nondestructive testing
Languages : en
Pages : 88
Book Description
Publisher:
ISBN:
Category : Nondestructive testing
Languages : en
Pages : 88
Book Description
Effects of the Built-in Construction Gradient and Environmental Conditions on Jointed Plain Concrete Pavements
Author:
Publisher:
ISBN:
Category :
Languages : en
Pages :
Book Description
Effects of the built-in construction gradient and environmental conditions on jointed plain concrete pavements.
Publisher:
ISBN:
Category :
Languages : en
Pages :
Book Description
Effects of the built-in construction gradient and environmental conditions on jointed plain concrete pavements.
Temperature Differential Effect on the Falling Weight Deflectometer Deflections Used for Structural Evaluation of Rigid Pavements
Author: Gustavo E. Morales-Valentin
Publisher:
ISBN:
Category : Pavements
Languages : en
Pages : 140
Book Description
Publisher:
ISBN:
Category : Pavements
Languages : en
Pages : 140
Book Description
Advanced Asphalt Materials and Paving Technologies
Author: Zhanping You
Publisher: MDPI
ISBN: 3038428892
Category : Technology & Engineering
Languages : en
Pages : 431
Book Description
This book is a printed edition of the Special Issue "Advanced Asphalt Materials and Paving Technologies" that was published in Applied Sciences
Publisher: MDPI
ISBN: 3038428892
Category : Technology & Engineering
Languages : en
Pages : 431
Book Description
This book is a printed edition of the Special Issue "Advanced Asphalt Materials and Paving Technologies" that was published in Applied Sciences
Case Studies Using Falling Weight Deflectometer Data with Mechanistic-empirical Design and Analysis
Author: Kurt D. Smith
Publisher:
ISBN:
Category : Falling weight deflectometer
Languages : en
Pages : 14
Book Description
The need to accurately characterize the structural condition of existing pavements has increased with the recent development, release, and ongoing implementation of the Mechanistic-Empirical Pavement Design Guide (MEPDG), developed under National Cooperative Highway Research Program Project No. 1-37A. A number of different material inputs are required in the procedure, and it is important that these be adequately characterized and defined so that competent structural designs can be developed. The analysis of deflection data collected with a falling weight deflectometer (FWD) provides a quick and reliable way of characterizing many of the parameters of the existing pavement layers. This paper summarizes how deflection data are incorporated into the MEPDG and describes two case studies, one with a flexible pavement and one with a rigid pavement. Significant findings and recommendations from the evaluated flexible pavement case study include the following: surface-down cracking is critical in the design of the hot mix asphalt (HMA) overlay, correction factors should be used for adjusting backcalculated layer moduli to laboratory determined values, and an FWD testing frequency of 30 Hz should be used for estimating the existing HMA modulus. For rigid pavements, the case study found that the thinnest overlay produced from the MEPDG was a bonded Portland cement concrete (PCC) overlay, whereas the HMA overlay was unreasonably thick. Within the design procedure, the manually entered k-value is used for unbonded and bonded jointed plain concrete pavements but does not appear to be used by the program in the HMA overlay design. The backcalculated dynamic (or static) elastic modulus should be used for the PCC layer, and the dynamic k-value should be used for the supporting layers. The backcalculated k-value representing the composite stiffness of all layers beneath the slab does not appear to have a significant influence on the design thickness for the pavement structure analyzed.
Publisher:
ISBN:
Category : Falling weight deflectometer
Languages : en
Pages : 14
Book Description
The need to accurately characterize the structural condition of existing pavements has increased with the recent development, release, and ongoing implementation of the Mechanistic-Empirical Pavement Design Guide (MEPDG), developed under National Cooperative Highway Research Program Project No. 1-37A. A number of different material inputs are required in the procedure, and it is important that these be adequately characterized and defined so that competent structural designs can be developed. The analysis of deflection data collected with a falling weight deflectometer (FWD) provides a quick and reliable way of characterizing many of the parameters of the existing pavement layers. This paper summarizes how deflection data are incorporated into the MEPDG and describes two case studies, one with a flexible pavement and one with a rigid pavement. Significant findings and recommendations from the evaluated flexible pavement case study include the following: surface-down cracking is critical in the design of the hot mix asphalt (HMA) overlay, correction factors should be used for adjusting backcalculated layer moduli to laboratory determined values, and an FWD testing frequency of 30 Hz should be used for estimating the existing HMA modulus. For rigid pavements, the case study found that the thinnest overlay produced from the MEPDG was a bonded Portland cement concrete (PCC) overlay, whereas the HMA overlay was unreasonably thick. Within the design procedure, the manually entered k-value is used for unbonded and bonded jointed plain concrete pavements but does not appear to be used by the program in the HMA overlay design. The backcalculated dynamic (or static) elastic modulus should be used for the PCC layer, and the dynamic k-value should be used for the supporting layers. The backcalculated k-value representing the composite stiffness of all layers beneath the slab does not appear to have a significant influence on the design thickness for the pavement structure analyzed.
Pavement Evaluation with a Non-destructive Method
Author: Amin Rezaeezadeh
Publisher:
ISBN:
Category :
Languages : en
Pages : 0
Book Description
Publisher:
ISBN:
Category :
Languages : en
Pages : 0
Book Description
Using Rolling Deflectometer and Ground Penetrating Radar Technologies for Full Coverage Testing of Jointed Concrete Pavements
Author: Thomas Scullion
Publisher:
ISBN:
Category : Ground penetrating radar
Languages : en
Pages : 44
Book Description
Publisher:
ISBN:
Category : Ground penetrating radar
Languages : en
Pages : 44
Book Description
Pavement Subgrade, Unbound Materials, and Nondestructive Testing
Author: Michael S. Mamlouk
Publisher:
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 184
Book Description
GSP 98 contains 10 papers on pavement subgrade presented at sessions of Geo-Denver 2000, held in Denver, Colorado, August 5-8, 2000.
Publisher:
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 184
Book Description
GSP 98 contains 10 papers on pavement subgrade presented at sessions of Geo-Denver 2000, held in Denver, Colorado, August 5-8, 2000.