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COMPACTION TEST RESULTS <br />Project: West Taylor Pond Project No.: 07-7649 Date: 7/30/07 <br />Report No.: 4 <br />Test <br />No. Location <br />West Taylor Pond <br />Embankment Fill Depth <br />Elev. Proctor <br />No. Dry <br />Density <br />(pcf) Water <br />Content <br />(%) Actual <br />Compaction Required <br />Compaction <br />15 75' N of Keyway CL of Outlet 10' ATD 3 1D9.0 13.1 99 95 <br /> Pipe <br />16 CL of Keyway 40' E of Outlet 10' ATD 3 106.1 16.2 96 95 <br /> Pipe <br />17 25' S of Keyway 3' W of Outlet 9' ATD 3 108.9 18.2 99 95 <br /> Pipe <br />18 5' N of Keyway 20' W of Outlet 10' ATD 3 108.4 16.4 98 95 <br /> Pipe <br />PROCTOR DATA <br />No. Maximum Optimum Relative Relative Density Soil Type <br /> Dry Moisture Density Maximum <br /> Density Content Minimum Density (pct) <br /> c % Densi <br />1 106.2 16.6 Organic Sandy Clay W/travels <br />2 105.2 14.8 Sandy Silt <br />3 110.4 15.0 Very Sandy Silt-Clay <br />4 108.8 13.7 Sand Silt-Cia WlGravels <br />Comments: <br />BSG= Below Subgrade Grade NWC= Northwest Corner <br />SG= Subgrade Grade NEC= Northeast Corner <br />SBG= Subbase Grade SWC= Southwest Corner <br />BSBG= Below Subbase Grade SEC= Southeast Comer <br />BCC= Base Course Grade BFG= Below Footing Grade <br />BBF= Below Bottom of Footing FG= Footing Grade <br />ATD= Above Toe of Dam <br />Att. A3-8 <br />