Evaluation of the Dynaflect for the Nondestructive Testing of Portland Cement Concrete Pavements

Evaluation of the Dynaflect for the Nondestructive Testing of Portland Cement Concrete Pavements
Author: George M. Pace
Publisher:
Total Pages: 166
Release: 1967
Genre: Pavements
ISBN:

The report presents the results obtained from portland cement concrete pavement testing with the Dynaflect, an apparatus developed for the deflection testing of pavements under a dynamic load. Essentially the device was tested to determine if deflection measurements from dynamic loadings could be correlated with deflection measurements from static loadings, and thereby relate to allowable loadings on portland cement concrete pavement. Also of interest during the investigation was the performance of concrete pavement at joints to determine load transfer between slabs. The detection of cracking where not visible on the pavement surface, and the extent of pavement deterioration where visible cracks existed were matters for investigation. The results of the investigation indicated that: Correlation of deflections from dynamic and static loading appear feasible particularly for pavements on clay subgrades. Differences in load transfer at joints could be detected. Indications of slab integrity can be obtained. (Author).

Evaluation of the Soniscope for Nondestructive Testing of Portland-cement Concrete Pavements

Evaluation of the Soniscope for Nondestructive Testing of Portland-cement Concrete Pavements
Author: George M. Pace
Publisher:
Total Pages: 94
Release: 1966
Genre: Pavements, Concrete
ISBN:

The report presents the results obtained from the soniscope instrument for use in the nondestructive testing of portland-cement concrete pavements. Essentially, the instrument was tested to determine if consistent velocity measurements could be obtained with the transducers in a position vertical on the prestressed, reinforced, and plain concrete pavements. Also, of interest during the investigation was the maximum distance through portland-cement concrete for which consistent velocity measurements could be obtained. (Author).

Evaluation of NDT Equipment for Measuring Voids Under Concrete Pavements

Evaluation of NDT Equipment for Measuring Voids Under Concrete Pavements
Author: WR. Hudson
Publisher:
Total Pages: 15
Release: 1994
Genre: Deflection
ISBN:

The partial loss of subgrade support associated with voids under portland cement concrete (PCC) pavements leads to increased deflections and increased load stresses. This can cause a significant reduction in the fatigue life of the pavement. This paper presents the findings of a comprehensive research study to establish the performance capabilities and limitations of the following methods and equipment for detection and measurement of voids beneath PCC pavements: (a) Proof Roller, (b) Deflection Equipment, (c) Ground Penetrating Radar Equipment, and (d) Transient Dynamic Response (TDR) Equipment. The records of grout quantity, based on field tests conducted by the highway agencies of several states during undersealing projects, were the prime source to verify the presence of voids.

Evaluation of Concrete Pavements Using Nondestructive Testing Techniques

Evaluation of Concrete Pavements Using Nondestructive Testing Techniques
Author: Ernest J. Barenberg
Publisher:
Total Pages: 214
Release: 1988
Genre: Pavements
ISBN:

An evaluation of NDT equipment and acquisition of a Falling Weight Deflectometer (FWD) for the Illinois Department of Transportation was accomplished. This was followed by an extensive testing program using the FWD to evaluate concrete pavements in Illinois. Test results were evaluated and procedures developed for testing and evaluation of jointed and continuously reinforced concrete pavements. Results show that some causes of incipient distresses can be detected using the FWD device including subgrade strength, loss of load transfer and development of voids. Recommendations for rehabilitations are presented in the final report.

Nondestructive Testing of Pavements and Backcalculation of Moduli

Nondestructive Testing of Pavements and Backcalculation of Moduli
Author: ASTM Committee D-18 on Soil and Rock. Subcommittee D-4 on Road and Paving Materials
Publisher: ASTM International
Total Pages: 528
Release: 1994
Genre: Fatigue
ISBN: 0803118651

The proceedings of June 1993 international symposium held in Atlanta, Georgia, called specifically to develop and standardized evaluation procedures for non-destructive methods of testing pavements. The 29 papers discuss analytical models and techniques, measurement and calculation techniques in the field and laboratory, problems and errors associated with backcalculation methods and design parameters, and testing for other pavement uses. Also includes a history of the quest for a standard and the status of that effort. Reproduced from typescripts. Annotation copyright by Book News, Inc., Portland, OR