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COMPACTION TEST RESULTS <br />Project: West Taylor Pond Project No.: 07-7649 Date: 7126!07 <br />Report No.: 3 <br />Test <br />No. Location <br />West Taylor Pond <br />Embankment Fiil Depth <br />Elev. Proctor <br />No. Dry <br />Density <br />(pcfl Water <br />Content <br />(%) Actual <br />Compaction Required <br />Compaction <br />11 15' W CL 80' N of Keyway 7' ATD 3 107.1 17.1 97 95 <br />12 5` E CL 5' S of Keyway 6' ATD 4 108.9 12.8 100 95 <br />13 10' E of CL 30' S of Keyway 6' ATD 3 108.3 15.5 98 95 <br />14 10' W of CL 50' N of Keyway 8' ATD 3 109.4 16.2 99 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/Grovels <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-C!a W/travels <br />Comments: <br />BSG= Below Subgrade Grade NWC= Northwest Corner <br />SG= Subgrade 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. A3-6 <br />