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COMPACTION TEST RESULTS <br />Project: Pond 16 Area <br />Remediation <br />Project No.: 08 -8099 <br />Report No.: 7 <br />Date: 09/21/11 <br />Test <br />No. <br />Location <br />North Edge of Pond 16A <br />Embankment <br />Depth <br />Elev. <br />Proctor <br />No. <br />Dry <br />Density <br />(pcf) <br />Water <br />Content <br />N <br />Actual <br />Compaction <br />Required <br />Compaction <br />30 <br />150'S and 180'E of North <br />4' BFG <br />3 <br />104.9 <br />18.6 <br />100+ <br />95 <br />Density (pcf) <br />Edge of Pond 16A <br />c <br />% <br />Density c <br />1 P <br />Embankment <br />19.4 <br />Clay <br />2P <br />112.4 <br />31 <br />160'S and 150'E of North <br />4' BFG <br />3 <br />105.6 <br />19.0 <br />100+ <br />95 <br />Edge of Pond 16A <br />3P <br />104.8 <br />18.4 <br />Weatherd Cla stone <br />Embankment <br />32 <br />90' S and 140' E of North Edge <br />3 1/2' <br />3 <br />106.0 <br />18.0 <br />100+ <br />95 <br />of Pond 16A Embankment <br />BFG <br />33 <br />85' S and 65' E. of North Edge <br />3' BFG <br />3 <br />104.3 <br />19.6 <br />99 <br />95 <br />of Pond 16A Embankment <br />34 <br />40' S and 60' E of North Edge of <br />3' BFG <br />3 <br />102.1 <br />19.1 <br />97 <br />95 <br />Pond 16A Embankment <br />35 <br />40'S and 135' E of North Edge <br />3' BFG <br />3 <br />105.3 <br />19.1 <br />100+ <br />95 <br />of Pond 16A Embankment <br />36 <br />110' E of North Edge of Pond <br />2 1/2' <br />3 <br />102.5 <br />19.2 <br />98 <br />95 <br />16A Embankment <br />BFG <br />37 <br />50' E of North Edge of Pond <br />2' BFG <br />3 <br />100.3 <br />21.2 <br />96 <br />95 <br />16A Embankment <br />PROCTOR DATA <br />No. <br />Maximum <br />Optimum <br />Relative <br />Relative Density <br />Soil Type <br />BSBG= <br />Dry <br />Moisture <br />Density <br />Maximum <br />Below Bottom of Footing <br />BFG= <br />Density <br />Content <br />Minimum <br />Density (pcf) <br />c <br />% <br />Density c <br />1 P <br />104.5 <br />19.4 <br />Clay <br />2P <br />112.4 <br />14.0 <br />Slightly Sandy Clay with Bedrock <br />Fragments <br />3P <br />104.8 <br />18.4 <br />Weatherd Cla stone <br />Comments: <br />BFG= <br />Below Subgrade Grade <br />SG= <br />Subgrade Grade <br />SBG= <br />Subbase Grade <br />BSBG= <br />Below Subbase Grade <br />BCG= <br />Base Course Grade <br />BBF= <br />Below Bottom of Footing <br />BFG= <br />Below Finished Grade <br />NWC= <br />Northwest Corner <br />NEC= <br />Northeast Corner <br />SWC= <br />Southwest Corner <br />SEC= <br />Southeast Corner <br />BFG= <br />Below Finished Grade <br />FG= <br />Footing Grade <br />