R-Value/FWD Data FWD Data Date: Reported Overlay Capacity Thickness Mean Std. Dev. Laboratory R-Values Count Mean Minimum Maximum Std. Dev. Core/GPR Date: Segment: Std. Location Count Average Minimum Maximum Dev. Traffic Traffic Forecast #: Traffic Forecast Date: Base 35 Yr. Year 2-way 20 Yr. 20 Yr. Design Design From 2-way HCADT Design Lane Lane Hwy To RP Lane RP Design Cumulative Cumulative Cumulative Lane BESAL’s CESAL’s CESAL’s HCADT Life Cycle Cost Analysis (LCCA) Design Total Present % of Low Alternative Selected Life Cost / Mile Cost
R-Value/FWD Data FWD Data Date: Reported Capacity Overlay Thickness Mean Std. Dev. Laboratory R-Values Count Mean Minimum Maximum Std. Dev. Core/GPR Date: Segment: Location Count Average Minimum Maximum Std. Dev. Traffic Traffic Forecast #: Traffic Forecast Date: Hwy From RP To RP Base Year 2-way Design Lane HCADT 2-way HCADT 20 Yr. Design Lane Cumulative BESAL’s 20 Yr. Design Lane Cumulative CESAL’s 35 Yr. Design Lane Cumulative CESAL’s Life Cycle Cost Analysis (LCCA) Alternative Design Life Total Present Cost / Mile Selected % of Low Cost