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COMPACTION TEST RESULTS <br />Project: West Taylor Pond Project No.: 07-7649 Date: 7/23/07 <br />Report No.: 1 <br />Test <br />No. Location <br />West Taylor Pond Keyway Fill Depth <br />Elev. Proctor <br />No. Dry <br />Density <br />c Water <br />Content Actual <br />Compaction Required <br />Compaction <br />1 5' E of CL 5' ATD 2 99.4 15.9 94 95 <br />2 10' E of CL 5' ATD 2 93.3 19.6 89 95 <br />to Retest 5' ATD 2 104.0 14.3 99 95 <br />2A Retest 5' ATD 2 104.2 15.1 99 95 <br />3 15' E of CL 2' ATD 2 104.5 18.9 99 95 <br />4 10' W of CL 2' ATD 2 105.8 17.5 100 95 <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 % Densi c <br />1 106.2 16.6 Organic Sandy Clay W/travels <br />2 105.2 14.8 Sandy Sitt <br />3 110.4 15.0 Very Sandy Silt-Clay <br />4 108.8 13.7 Sand Silt-Cla W/travels <br />Comments: <br />BSG= Below Subgrade Grade NWC= Northwest Corner <br />SG= Subgrede Grade NEC= Northeast Corner <br />SBG= Subbase Grade SWC= Southwest Comer <br />BSBG= Below Subbase Grade SEC= Southeast Corner <br />BCG= Base Course Grade BFG= Below Footing Grade <br />BBF= Below Bottom of Footing FG= Footing Grade <br />ATD= Above Toe of Dam <br />Att. A3-2 <br />