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• <br /> <br />Proctor Data: <br />No.: 1 Maximum DD: 107.0 OMC: 16.5 Soil Type: Sandy Clay <br />No.: 2 Maximum DD: 112.5 OMC: 15.5 Soil Type: Sandy Clay w/ <br /> Sand Fragments <br />No.: 3 Maximum DD: 102.0 OMC: 15.5 Soil Type: Sandy Claye <br />No.: 4 Maximum DD: 104.5 OMC: 18.0 Soil Type: Claystone <br />No.: 5 Maximum DD: 100.5 OMC: 18.0 Soil Type: Clay <br />No,: fi Maximum DD: 108.0 OMC: 19.0 Soil Type: Claystone <br />No.: 7 Maximum DD: 105.5 OMC: 19.5 Soil Type: Sandy Clay <br />No.: 8 Maximum DD: 116.5 OMC: 12.0 Soil Type: Silty Sand <br />No.: 9 Maximum DD: 109.0 OMC: 16.5 Soil Type: Sandy Clay w/ <br /> Sandstone Fragments <br />No.: 10 Maximum DD: 114.0 OMC: 15.8 Soil Type: Clayey Sand w! <br /> Sandstone Fragments <br />No.: 11 Maximum DD: 111.5 OMC: 16.5 Soil Type: Sandy Clay <br />No.: 12 Maximum DD: 110.5 OMC: 17.0 Soil Type: 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 Cautse Grade <br />BBF= Below Bottom of Footing <br />LS= Left Shoulder <br />ATD= Above Toe Drain <br />NWC= Northwest Comer <br />NEC= Northeast Corner <br />SWC= Southwest Comer <br />SEC= Southeast Comer <br />BFG= Below Footing Grade <br />FG= Footing Grade <br />E. CL= Embankment Centerline <br />ATP= Above Top of Pipe <br />• <br />