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COMPACTION TEST RESULTS <br />Project: Pond 16 Area Project No.: 08 -8099 Date: 09/15/11 <br />Remediation Report No.: 5 <br />Test <br />No. <br />Location <br />Pond 16A Backfill <br />Depth <br />Elev. <br />Proctor <br />No. <br />Dry <br />Density <br />c <br />Water <br />Content <br />Actual <br />Compaction <br />Required <br />Compaction <br />12 <br />150' S and 30' E of North Edge <br />9' BSG <br />3 <br />103.6 <br />20.5 <br />99 <br />95 <br />Density (pcf) <br />of Pond 16A Embankment <br />Density <br />13 <br />150' S and 65' E of North Edge <br />8' BSG <br />3 <br />101.9 <br />20.1 <br />97 <br />95 <br />14.0 <br />of Pond 16A Embankment <br />Slightly Sandy Clay with Bedrock <br />14 <br />150' S and 105' E of North <br />7 1/2' <br />3 <br />105.3 <br />18.4 <br />100+ <br />95 <br />Edge of Pond 16A <br />BSG <br />Embankment <br />15 <br />75'S and 25'E. of North Edge <br />6 1/2' <br />3 <br />101.1 <br />20.7 <br />96 <br />95 <br />of Pond 16A Embankment <br />BFG <br />16 <br />70' S and 115' E of North Edge <br />6' BFG <br />3 <br />105.8 <br />19.0 <br />97 <br />95 <br />of Pond 16A Embankment <br />17 <br />70' S and 115' E of North Edge <br />5 1/2' <br />3 <br />102.1 <br />19.5 <br />97 <br />95 <br />of Pond 16A Embankment <br />BFG <br />18 <br />20' S and 30' E of North Edge of <br />3' BFG <br />3 <br />99.6 <br />20.7 <br />95 <br />95 <br />Pond 16A Embankment <br />19 <br />20' S and 70' E of North Edge of <br />4' BFG <br />3 <br />102.9 <br />19.9 <br />98 <br />95 <br />Pond 16A Embankment <br />20 <br />20'S and 105E of North Edge <br />3 1/2' <br />3 <br />101.8 <br />18.5 <br />97 <br />95 <br />of Pond 16A Embankment <br />BFG <br />PROCTOR DATA <br />No. <br />Maximum <br />Optimum <br />Relative <br />Relative Density <br />Soil Type <br />SEC= <br />Dry <br />Moisture <br />Density <br />Maximum <br />Footing Grade <br />Density <br />Content <br />Minimum <br />Density (pcf) <br />Density <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 />BSG= <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 />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 />