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Test <br />No. <br />Location <br />J and K Roadway <br />Embankment Fill <br />Depth <br />Elev. <br />Proctor <br />No. <br />Dry <br />Density <br />(pct) <br />Water <br />Content <br />( %) <br />Actual <br />Compaction <br />Required <br />Compaction <br />71 <br />Sta. 3 +75 <br />6" BSG <br />N e- •t-- N N 04 N <br />110.6 <br />12.2 <br />98 <br />95 <br />72 <br />Sta. 4+30 <br />1 1/2' <br />104.7 <br />17.7 <br />100+ <br />95 <br />Fragments <br />3 <br />BSG <br />18.4 <br />Weather Claystone <br />73 <br />Sta. 4 +75 <br />2' BSG <br />94.7 <br />21.9 <br />91 <br />95 <br />74 <br />Sta. 5 +15 <br />6" BSG <br />111.3 <br />14.6 <br />99 <br />95 <br />75 <br />Sta. 7+25 <br />SG <br />113.0 <br />13.6 <br />100+ <br />95 <br />76 <br />Sta. 8+15 <br />SG <br />110.6 <br />13.8 <br />98 <br />95 <br />77 <br />Sta. 8+50 <br />SG <br />113.4 <br />12.7 <br />100+ <br />95 <br />No. <br />Maximum <br />Dry <br />Density <br />(pcf) <br />Optimum <br />Moisture <br />Content <br />( %) <br />Relative <br />Density <br />Minimum <br />Density (pcf) <br />Relative Density <br />Maximum <br />Density (pcf) <br />Soil Type <br />1 <br />104.5 <br />19.4 <br />Clay <br />2 <br />112.4 <br />14.0 <br />Slightly Sandy Clay with Bedrock <br />Fragments <br />3 <br />104.8 <br />18.4 <br />Weather Claystone <br />Comments: <br />Project: Pond 16 Are <br />Remediation <br />BSG= <br />SG= <br />SBG= <br />BSBG= <br />BCG= <br />BBF= <br />Below Subgrade Grade <br />Subgrade Grade <br />Subbase Grade <br />Below Subbase Grade <br />Base Course Grade <br />Below Bottom of Footing <br />COMPACTION TEST RESULTS <br />Project No.: 08 -8099 Date: 5/16/12 <br />Report No.: 15 <br />PROCTOR DATA <br />NWC= <br />NEC= <br />SWC= <br />SEC= <br />BFG= <br />FG= <br />Northwest Corner <br />Northeast Corner <br />Southwest Corner <br />Southeast Corner <br />Below Footing Grade <br />Footing Grade <br />