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COMPACTION TEST RESULTS <br />Project: Section 26 Pond Project No.: 07-7649 Date: 9!13!07 <br />Report No.: 7 <br />Test Location Depth Proctor Dry Water Actual Required <br />No. Elev. No. Density Content Compaction Compaction <br /> Keyway Trench Backfill cf (%) <br />29 W. End TK 8 109.6 12.0 95 95 <br />30 Center TK 8 110.5 11.8 96 95 <br />31 E. End TK B 109.6 11.5 95 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 /> cf % Densi cf <br />1 106.2 16.6 Organic Sandy Clay with Gravels <br />2 105.?_ 14.8 Sandy Silt <br />3 110.4 15.0 Very Sandy Silt-Clay <br />4 108.8 13.7 Sandy Silf-Clay with Gravels <br />5 101.5 19.0 Sandy Clay-Silt (CL-ML) <br />6 114.6 12.7 Very Sandy Silt-Clay with Gravels <br />7 111.7 13,2 Very Siity Clay with Sands <br />8 115.1 13.U Sand Silt-CIa with Gravels <br />Comments: <br />BSG= Below 5ubgrade Grade <br />SG= Subgrade Grade <br />SBG= Subbase Grade <br />BSBG= Below Subbase Grade <br />BCG= Base Course Grade <br />SBF= Below Bottom of Footing <br />ATD= Above 1'oe of Dam <br />TK= Top of Keyway <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 <br />BTK= Below Top ofi Keyway <br />Att. A3-6 <br />