Laserfiche WebLink
COMPACTION TEST RESULTS <br />Project: Section 28 Pond Project No.: 07-7649 <br />Report No.: 6 <br />Date: 9112/07 <br />Test Location Depth Proctor Dry Water Actual Required <br />No, Elev. No. Density Content Compaction Compaction <br /> Ke wa Trench Backfill pcf (%~_ <br />26 W. End 3' BTK 8 106.3 15.3 92 95 <br />27 Center 3' BTK 8 98.8 11.7 86 95 <br />28 E. End 2' BTK 8 106.8 9.0 93 95 <br />26A Re-test No. 26 3' BTK 8 110.5 13.5 96 95 <br />27A Re-test No. 27 3' BTK 8 109.3 11.6 95 95 <br />28A Re-test No. 28 2' BTK 8 111.7 12.6 97 95 <br />PROCTOR BATA <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 />__ <br />1 106.2 16.6 Organic Sandy Clay with Gravels <br />2 105.2 14.8 Sandy Silt <br />3 110.4 15.0 Very Sandy Silt-Clay <br />4 108.8 13.7 Sandy Silt-Clay with Gravels <br />5 5 <br />101 19.0 Sandy Clay-Silt (CL-ML) <br />6 . <br />114.6 12.7 Very Sandy Silt-Clay wfth 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 />SSG= Below Subgrade Grade <br />SG= Subgrade Grade <br />56G= Subbase Grade <br />BSBG= Below Subbase Grade <br />BCG= Base Course Grade <br />BBF= Below 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= Betow Footing Grade <br />FG= Footing Grade <br />BTK= Below Top of Keyway <br />Att. A3-4 <br />