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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 />1 <br />2 <br />3 <br />4 <br />60' S and 35' E of N. Edge of <br />Pond 16A Embankment <br />65' S and 20' E of N. Edge of <br />Pond 16A Embankment <br />25' S and 40' E of N. Edge of <br />Pond 16A Embankment <br />10' N and 45' E of N. Edge of <br />Pond 16A Embankment <br />10' BFG <br />10' BFG <br />8' BFG <br />5' BFG <br />2 <br />2 <br />2 <br />2 <br />109.4 <br />113.2 <br />109.6 <br />106.8 <br />16.0 <br />14.8 <br />15.9 <br />16.0 <br />97 <br />100+ <br />97 <br />95 <br />95 <br />95 <br />95 <br />95 <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 />Weather Claystone <br />Project: Pond 16 Area <br />Remediation <br />COMPACTION TEST RESULTS <br />Project No.: 08 -8099 Date: 9/07/11 <br />Report No.: 2 <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 />PROCTOR DATA <br />NWC= <br />NEC= <br />SWC= <br />SEC= <br />BFG= <br />FG= <br />Northwest Corner <br />Northeast Corner <br />Southwest Comer <br />Southeast Corner <br />Below Footing Grade <br />Footing Grade <br />