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NWCC, Inc <br />Field Density Tests <br />PROJECT NAME: Collom Haul Road & Pipeline <br />Tech: RE <br />PROJECT NUMBER: 17-10686 <br />REPORT NUMBER: 8 <br />TEST NO. <br />DATE <br />LOCATION <br />PROCTOR <br />NO. <br />DEPTH (ft) <br />IN-PLACE DRY <br />DENSITY (pcf) <br />MOISTURE <br />CONTENT (%) <br />MOISTURE <br />VARIANCE <br />PERCENT <br />COMPACTION (%) <br />REQUIRED <br />COMPACTION <br />2 <br />111.0 <br />Temporary Facilities Pond <br />D698 <br />Sandy Clay <br />3 <br />109.1 <br />13.6 <br />D698 <br />Very Sandy Clay <br />17 <br />19 -Apr -17 <br />Sta. 3+40, 15' West of East Toe <br />7 <br />TE <br />111.8 <br />13.5 <br />00 <br />97 <br />95 <br />18 <br />19 -Apr -17 <br />Sta. 0+00; 25' South West of North East Toe <br />5 <br />TE <br />120.5 <br />11.9 <br />01 <br />99 <br />95 <br />19 <br />19 -Apr -17 <br />Sta. 1+95; 10' North of South West Toe <br />5 <br />TE <br />118.2 <br />12.7 <br />09 <br />97 <br />95 <br />Construction Access Road <br />20 <br />19 -Apr -17 <br />Sta. 5+25 @ 5' Right of CL <br />7 <br />SG <br />1114 <br />14.2 <br />07 <br />97 <br />95 <br />PROCTOR DATA <br />Proctor <br />No <br />Maximum <br />Dry Density <br />(pcf) <br />Optimum Moisture Relative Relative <br />Moisture Specification Minimum Maximum <br />Content (%) (%) Density (pcf) Density (pcf) <br />ASTM <br />Method <br />Soil Type <br />1 <br />115.4 <br />14.1 <br />D698 <br />Very Sandy Clay <br />2 <br />111.0 <br />15.0 <br />D698 <br />Sandy Clay <br />3 <br />109.1 <br />13.6 <br />D698 <br />Very Sandy Clay <br />4 <br />105.0 <br />17.0 <br />D698 <br />Slightly Sandy Clay <br />5 <br />122.1 <br />11.8 <br />D698 <br />Clayey Gravelly Sand <br />! 6 <br />141 7 <br />5.0 <br />D1557 <br />Import- Class 6 ABC (Lyster Pit) <br />7 <br />1148 <br />135 <br />D698 <br />Sand and Silt <br />Comments: <br />BSG = Below Subgrade Grade <br />SG = Subgrade Grade <br />SBG = Subbase Grade <br />BSBG = Below Subbase Grade <br />BCG = Rase Course Grade <br />BBCG = Below Base Cousre Grade <br />TE = Top Of Embankment <br />BFG= Below Footing Grade <br />BTOT Below Top of Trench <br />BEG = Below Existing Grade <br />NEC = Northeast Corner <br />SEC = Southeast Corner <br />NWC= Northwest Corner <br />SWC= Southeast Corner <br />BTOE= Below top of Fmbankment <br />