This report is focused on predicting and quantifying curling and warping of jointed portland cement concrete pavements. Researchers used the comprehensive research-quality datasets available through the Long-Term Pavement Performance (LTPP) program, supplemented by additional datasets collected by other Federal Highway Administration studies. The analyzed test sections are part of either the Specific Pavement Studies-2 or General Pavement Studies-3 LTPP experiments.

This report is intended for highway pavement engineers and researchers involved in performance analysis of concrete pavements.

Recommended citation: Federal Highway Administration, Advancing Profile-Based Curl-and-Warp Analysis Using LTPP Profile Data (Washington, DC: 2023) https://doi.org/10.21949/1521638