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Test <br />Location <br />Depth <br />Proctor <br />Dry <br />Water <br />Actual <br />Required <br />No. <br />Density (pcf) <br />Elev. <br />No. <br />Density <br />Content <br />Compaction <br />Compaction <br />Pond 16A Fill <br />2P <br />112.4 <br />(pcf) <br />( %) <br />Slightly Sandy Clay with Bedrock <br />40 <br />150' N and 110' E of South <br />15' BTE <br />2 <br />114.1 <br />13.6 <br />100+ <br />95 <br />18.4 <br />Edge of Pond 16A Embankment <br />Weatherd Claystone <br />41 <br />140' N and 60' E of South Edge <br />of Pond 16A Embankment <br />18' BTE <br />2 <br />111.9 <br />15.1 <br />99 <br />95 <br />42 <br />190' N and 95' E of South Edge <br />of Pond 16A Embankment <br />16' BTE <br />2 <br />114.4 <br />13.2 <br />100+ <br />95 <br />43 <br />230' N and 50' E of South Edge <br />of Pond 16A Embankment <br />17' BTE <br />2 <br />110.1 <br />15.6 <br />98 <br />95 <br />44 <br />230' S and 130' E of North <br />12' BTE <br />2 <br />111.5 <br />15.8 <br />99 <br />95 <br />Edge of Pond 16A Embankment <br />45 <br />230' S and 75' E of North Edge <br />of Pond 16A Embankment <br />13' BTE <br />2 <br />111.7 <br />15.5 <br />99 <br />95 <br />46 <br />185' S and 70' E of North Edge <br />of Pond 16A Embankment <br />10' BTE <br />2 <br />113.7 <br />13.8 <br />100+ <br />95 <br />47 <br />180' S and 120' E of North <br />8 1/2' <br />2 <br />111.8 <br />15.2 <br />99 <br />95 <br />Edge of Pond 16A Embankment <br />BTE <br />No. <br />Maximum <br />Dry <br />Density <br />Optimum <br />Moisture <br />Content <br />Relative <br />Density <br />Minimum <br />Relative Density <br />Maximum <br />Density (pcf) <br />Soil Type <br />(pcf) <br />( %) <br />Density (pcf) <br />1P <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 Claystone <br />Project: Pond 16 Area <br />Remediation <br />Comments: <br />BFG= <br />SG= <br />SBG= <br />BSBG= <br />BCG= <br />BBF= <br />BFG= <br />Below Subgrade Grade <br />Subgrade Grade <br />Subbase Grade <br />Below Subbase Grade <br />Base Course Grade <br />Below Bottom of Footing <br />Below Finished Grade <br />COMPACTION TEST RESULTS <br />Project No.: 08 -8099 <br />Report No.: 9 <br />PROCTOR DATA <br />NWC= Northwest Corner <br />NEC= Northeast Corner <br />SWC= Southwest Corner <br />SEC= Southeast Corner <br />BFG= Below Finished Grade <br />FG= Footing Grade <br />BTE= Below Top of Embankment <br />Date: 09/27/11 <br />