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


Book Description

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).










Nondestructive Testing of Pavements and Backcalculation of Moduli


Book Description

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




Nondestructive Testing of Pavements and Backcalculation of Moduli


Book Description

As with the previous two symposia, the 32 papers from the June/July, 1999, Seattle symposium present advances in the nondestructive testing of pavements using conventional falling weight deflectometer techniques and other promising techniques such as ground penetrating radar, rolling weight deflecto