Laserfiche WebLink
NUCLEAR DENSITY TEST RESULTS <br />Project: Batch Weigh Loadout Project No.: 02-5023 Date: 9/11/02 <br />Haul Road Report No.: 1 <br />Test Location Depth Proctor Dry Water Actual Required <br />No. Elev. No. Density Content Compaction Compaction <br /> EastlWest Haul Road <br />1 100' S of Road, 4' W of CL 3' BSG 1 99.7 12.2 97 95 <br />2 200' S of Road, 10' E of CL 1' BSG 1 99.1 13.2 96 95 <br />3 300' S of Road, at CL SG 1 102.4 12.9 99 95 <br />4 400' S of Road, 9' W of CL SG 1 100.6 11.9 98 95 <br />5 500' S of Road, 3' E of CL SG 1 101.2 9.1 98 95 <br />PROCTOR DATA <br />No. Maximum Optimum Relative Relative Density Soil Type <br /> Dry Moisture Density Maximum <br /> Density Content Minimum Density (pcfj <br /> Densi <br />1 103.0 10.0 Shotrock <br />Comments: <br />BSG= Below Subgrade Grade <br />SG= Subgrade Grade <br />SBG= Subbase Grade <br />BSBG= Below Subbase Grade <br />BCG= Base Course Grade <br />BBF= Below Bottom of Footing <br />NWC= Northwest Corner <br />NEC= Northeast Corner <br />SWC= Southwest Corner <br />SEC= Southeast Corner <br />BFG= Below Footing Grade <br />FG= Footing Grade <br />