Laserfiche WebLink
COMPACTION TEST RESULTS <br />Project: Refuse Pile Project No.: 99-3983 Date: 12/04/09 <br />Report No.: 54 <br />Test <br />No. Location Depth <br />Elev. Proctor <br />No. Dry <br />Density <br />(pcfl Water <br />Content <br />(%) Actual <br />Compaction Required <br />Compaction <br />430 N. 29597.37; E. 16197.15 7091.746 7 105.8 5.1 95 90 <br />431 N. 29689.95; E. 15830.03 7078.708 7 104.0 6.0 93 90 <br />432 N. 29892.91; E. 15912.82 7080.425 7 106.4 3.9 95 90 <br />433 N. 30021.24; E. 16082.08 7087.039 7 110.3 4.2 99 90 <br />434 N. 30182.23; E. 15860.64 7076.173 7 110.3 4.2 99 90 <br />435 N. 30372.22; E. 15864.93 7075.852 7 111.1 5.2 99 90 <br />436 N. 29357.41; E. 16418.95 7093.112 7 105.4 4.6 94 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 />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