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NWCC Inc <br />Field Density Tests <br />PROJECT NAME Collom Haul Road & Pipeline <br />Teter, RE <br />PROJECT NUMBER, <br />REPORT NUMBER <br />17-10686 <br />17 <br />TEST NO. DATE <br />LOCATION <br />PROCTOR <br />NO <br />DEPTH (ft) <br />IN-PLACE DRY MOISTURE <br />DENSITY (pcf) CONTENT (%) <br />MOISTURE <br />VARIANCE <br />PERCENT REQUIRED <br />COMPACTION (%) COMPACTION <br />141 <br />Wilson Storage Pond <br />Very Sandy Clay <br />2 <br />111 0 <br />150 <br />1 D698 <br />46 22 -May -17 <br />Sta 10+50, 55 East of Toe <br />2 <br />1' BTE <br />1100 150 <br />00 <br />99 95 <br />47 22 -May -'7 <br />Sta 11+50, 40' East of Toe <br />4 <br />TE <br />1027 15 7 <br />-1 3 <br />98 95 <br />D698 <br />Clayey Gravelly Sand <br />6 <br />141 7 <br />50 <br />D1557 <br />Import- Class 6 ABC (Lyster Pit) <br />7 <br />1148 <br />135 <br />D698 <br />Sand and Slit <br />8 <br />1175 <br />12 5 <br />D698 <br />Very Clayey Sand <br />I I <br />PROCTOR DATA <br />P <br />No <br />No <br />Max,,�m <br />Dry Densrty <br />(pcF) I <br />Optimum <br />Moisture <br />Content i`h ; <br />Moisture Refati e Re'a've ASTM <br />Soec:ficat:or Mmfmum Max:mar'^ Method <br />hr Density (pc`l Dens•ty ape'. <br />Soii Type <br />1154 <br />141 <br />1 D698 <br />Very Sandy Clay <br />2 <br />111 0 <br />150 <br />1 D698 <br />Sandy Clay <br />3 <br />109 1 <br />136 <br />D698 <br />Very Sandy Clay <br />4 <br />105 0 <br />170 <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 />50 <br />D1557 <br />Import- Class 6 ABC (Lyster Pit) <br />7 <br />1148 <br />135 <br />D698 <br />Sand and Slit <br />8 <br />1175 <br />12 5 <br />D698 <br />Very Clayey Sand <br />Comments <br />V111 11�1_ SWC <br />S'(, 7 ,� � fs�...�3tl.' 3r .- ioi.v. � - ' 1 . .1, NYJf, - Nn^hv�e-� , �•• <br />