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COMPACTION TEST RESULTS <br />Project: Pond 16 Area Project No.: 08 -8099 Date: 09/2311 <br />Remediation Report No.: 8 <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 />38 <br />180' S and 180' E of North <br />5 BTE <br />3 <br />104.4 <br />17.6 <br />100+ <br />95 <br />Density (pcf) <br />Edge of Pond 16A <br />Density c <br />1 P <br />Embankment <br />19.4 <br />Clay <br />2P <br />112.4 <br />39 <br />150' E of North Edge of Pond <br />1' BTE <br />3 <br />106.6 <br />18.8 <br />100+ <br />95 <br />16A Embankment <br />3P <br />104.8 <br />18.4 <br />Weatherd Cla stone <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 />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 />BTE= Below Top of Embankment <br />