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Preliminary Evaluation of Proposed LLPRS Rigid Pavement Structures and Design Inputs

Abstract

This report is one of four presenting preliminary findings regarding the expected performance of LLPRS strategies developed to date by Caltrans. The other reports address potential long term concrete durability problems for concrete paving materials; investigations of the effects of loading configurations, concrete strength versus traffic opening times, and xviii construction production; and the performance under HVS loading of an instrumented test pavement constructed using accelerated Portland cement concrete.

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