Laserfiche WebLink
COMPACTION TEST RESULTS <br />Project: Refuse Pile Project No.: 99-3983 Date: 1/4/11 <br />Report No.: 59 <br />Test Location Depth Proctor Dry Water Actual Required <br />No. Elev. No. Density Content Compaction Compaction <br /> (pCf) (%) <br />454 N. 31491.3; E. 17206.54 6883.828 10 102.5 5.6 95 90 <br />455 N. 31630.03; E. 17412.33 6877.703 10 101.7 6.1 94 90 <br />456 N. 31934.92; E. 17651.44 6874.555 10 104.6 5.8 97 90 <br />457 N. 31890.02; E. 17400.07 6880.387 10 105.3 5.9 98 90 <br />PROCTOR DATA <br />No. Maximum Optimum Relative Relative Density Soil Type <br /> Dry Moisture Density Maximum <br /> Density Content Minimum Density (pcf) <br /> c % Density c <br />7 111.5 11.0 Processed Waste Coal <br />10 107.6 11.0 Processed Waste Coal <br />11 100.3 10.2 Processed Waste Coal <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= <br />NEC= <br />SWC= <br />SEC= <br />BFG= <br />FG= <br />Northwest Corner <br />Northeast Comer <br />Southwest Corner <br />Southeast Corner <br />Below Footing Grade <br />Footing Grade