Temperature and moisture variations across the depth of the Portland Cement Concrete (PCC) pavements result in a unique deflection behavior which has been recognized as curling and warping of the pavements since mid-1920s. The repeated slab curvature changes due to curling and warping, when combined with traffic loading, can accelerate fatigue failures including top-down and bottom-up transverse, longitudinal, and corner cracking. It is of paramount importance to measure the magnitude of curling and warping taking place in concrete pavements in order to develop performance measures and critical threshold magnitudes as well as gain a better understanding of their relationship to diurnal and seasonal temperature/moisture changes and pavement performance. Although several approaches have been proposed for this purpose for in-service pavements, they have certain limitations which inhibit their use for routine inspection for quality control and quality assurance. The primary objective of this study is to develop an economical and simple device for measuring curling and warping in pavements with accuracy comparable to the existing methodologies. Technical requirements are identified to establish assessment criteria for the proposed device. The detailed development and evaluation results for this device are presented and discussed with a focus on achieving reliable measurements in a cost-effective manner
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