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COMPACTION TEST RESULTS <br />Project: Section 28 Pond Project No.: 07-7649 <br />Report No.: 5 <br />Date: 9111107 <br />Test <br />No. Location <br /> <br />Ke a Trench Backfill Depth <br />Elev. Proctor <br />No. Dry <br />Density <br />c Water <br />Content Actual <br />Compaction Required <br />Compaction <br />19 W. End 5' BTK 8 109.0 11.5 95 95 <br />20 Center 6' BTK 6 108.8 11.4 95 95 <br />21 Center 6' BTK B 109.1 11.4 95 95 <br />22 E. End 4' BTK 8 109.6 12.0 95 95 <br />23 E. End 3' BTK 8 110.2 11.3 96 95 <br />24 Center 5' BTK 8 109.1 11.6 95 95 <br />25 W. End 5' BTK 8 110.8 12.2 96 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 />2 105.2 14.8 Sandy Sift <br />3 110.4 15.0 Very Sandy Silt-Clay <br />4 108.8 13.7 Sandy Silt-Clay with Gravels <br />5 101.5 19.0 Sandy Clay-Sift (CL-ML) <br />8 114.8 12.7 Very Sandy Silt-Clay with Gravels <br />7 111.7 13.2 Very Silty Clay with Sands <br />8 115.1 13.0 Sand Silt-Cla with Gravels <br />Comments: <br />BSG= Below Subgrade Grade <br />SG= Subgrade Grade <br />SBG= Subbase Grade <br />BSBG= Below Subbase Grade <br />BCG= Base Course Grade <br />BBF= Betow Bottom of Footing <br />ATD= Above Toe of Dam <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 lop of Keyway <br />Att. A3-2 <br />