R-Value/FWD Data FWD Data Date: Reported Overlay R-Value 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 Design Lane Lane Hwy To RP Lane RP Design Cumulative Cumulative Cumulative Lane BESAL’s CESAL’s HCADT Life Cycle Cost Analysis (LCCA) Design Present % of Low Alternative Selected Life Cost / Mile Cost
R-Value/FWD Data FWD Data Date: Reported Capacity Overlay Thickness R-Value 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 20 Yr. Design Lane Cumulative BESAL’s 20 Yr. Design Lane Cumulative CESAL’s 35 Yr. Design Lane Cumulative Life Cycle Cost Analysis (LCCA) Alternative Design Life Present Cost / Mile Selected % of Low Cost