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COMPACTION TEST RESULTS <br />Project: Pond 16 Area Project No.: 08 -8099 Date: 10/03/11 <br />Remediation Report No.: 11 <br />Test <br />No. <br />Location <br />Pond 16A Backfill <br />Depth <br />Elev. <br />Proctor <br />No. <br />Dry <br />Density <br />(pcf) <br />Water <br />Content <br />( %) <br />Actual <br />Compaction <br />Required <br />Compaction <br />54 <br />50' N and 40' East of South End <br />11' BTE <br />2 <br />110.5 <br />16.6 <br />98 <br />95 <br />(pcf) <br />of Pond 16A Embankment <br />1 P <br />104.5 <br />19.4 <br />Clay <br />55 <br />130' N and 50' East of South Enc <br />10' BTE <br />3 <br />104.3 <br />18.4 <br />99 <br />95 <br />of Pond 16A Embankment <br />Fragments <br />3P <br />104.8 <br />18.4 <br />56 <br />60' N and 125' East of South En <br />9' BTE <br />3 <br />104.9 <br />18.6 <br />100 <br />95 <br />of Pond 16A Embankment <br />PROCTOR DATA <br />No. <br />Maximum <br />Optimum <br />Relative Density <br />Relative Density <br />Soil Type <br />BSBG= <br />Dry Densi <br />Moisture <br />Minimum Densib <br />Maximum Densi <br />Below Bottom of Footing <br />BFG= <br />(pcf) <br />Content ( %) <br />(pcf) <br />(pcf) <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 />BTE= Below Top of Embankment <br />