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COMPACTION TEST RESULTS <br />Project: West Taylor Pontl Project No.: 07-7649 Date: 7/24/07 <br />Report No.: 2 <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 />(%) Actua! <br />Compaction Required <br />Compaction <br />5 20' W CL 100' N of Keyway 1' ATD 2 98.5 13.5 94 95 <br />6 20' W CL 40' N of Keyway 2' ATD 2 101.4 12.8 96 95 <br />7 Keyway 35' E CL 5' ATD 2 105.6 15.1 100 95 <br />8 Keyway 15' N CL 4' ATD 2 101.9 12.9 97 95 <br />5A 15' W CL 100' N of Keyway 2' ATD 3 107.8 12.3 98 95 <br />9 10' W CL 25' N of Keyway 2' ATD 2 102.4 14.0 97 95 <br />10 15' W CL 110' N of Keyway 2' ATD 3 110.4 152 100 95 <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-Cla 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 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. A3-4 <br />