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PROJECT NAME: <br />Tech: <br />Collom Haul Road & Pipeline <br />RE <br />NWCC, Inc. <br />Field Density Tests <br />PROJECT NUMBER: <br />REPORT NUMBER: <br />17-10686 <br />5 <br />TEST NO. <br />DATE <br />Optimum <br />Moisture <br />Content (%) <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 REQUIRED <br />COMPACTION (%) COMPACTION <br />1 <br />14 -Apr <br />-17 <br />Sta. <br />3+50; 5' West of East Toe <br />2 <br />SG <br />106.0 <br />136 <br />-14 <br />95 <br />95 <br />2 <br />14 -Apr <br />-17 <br />Sta. <br />2+50; 10' West of East Toe <br />2 <br />SG <br />105.8 <br />13.9 <br />-1 1 <br />95 <br />95 <br />3 1 <br />14 -Apr <br />-17 <br />Sta. <br />3+75; 35' West of East Toe <br />4 <br />5' BTOE <br />104.5 <br />16.2 <br />-08 <br />100 <br />95 <br />4 <br />14 -Apr <br />-1 7 <br />Sta. <br />3+10; 20' West of East Toe <br />4 <br />5' BTOE <br />100.7 <br />15.8 <br />-1.2 <br />96 <br />95 <br />5 <br />14 -Apr <br />-1 7 <br />Sta. <br />2+65; 25' West of East Toe <br />4 <br />4' BTOE <br />100.2 <br />16.0 <br />-1.0 <br />95 <br />95 <br />6 <br />14 -Apr <br />-1 7 <br />Sta. <br />0+75; 15' East of West Toe <br />2 <br />SG <br />1063 <br />14 9 <br />-0.1 <br />96 <br />95 <br />7 <br />14 -Apr <br />-1 7 <br />Sta. <br />0+10; 10' East of West Toe <br />4 <br />4' BTOE <br />103.5 <br />16.4 <br />-0.6 <br />99 <br />95 <br />PROCTOR DATA <br />Proctor <br />No <br />Maximum <br />Dry Density <br />(pcf) <br />Optimum <br />Moisture <br />Content (%) <br />Moisture Relative Relative <br />ASTM <br />Specification Minimum Maximum Method <br />(W Density (pcf) Density (pcf) <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 />Comments: <br />BSG = Below Subgrade Grade <br />SG = Subgrade Grade <br />SBG = Subbase Grade <br />BSBG = Below Subbase Grade <br />BCG = Base Co ie <br />BBCG = Below Base Cousre Grade <br />FG = Footing Grade <br />BEG= Below Footing Grade <br />BTOT Below Top of Trench <br />BEG - Below Existing Grade <br />NEC = Northeast Comer <br />SEC = Southeast Corner <br />NWC= Northwest Corner <br />SWC= Southeast Corner <br />BTOE= Below top of Embankment <br />