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NUCLEAR DENSITY TEST RESULTS <br />Project: Batch Weigh Loadout Project No.: 02-5023 Date: 9/24/02 <br />Haul Road Report No.: 3 <br />Test <br />No. Location Depth <br />Elev. Proctor <br />No. Dry <br />Density <br />C Water <br />Content Actual <br />Compaction Required <br />Compaction <br />6 50' NW of Batch Loadout, SBG 2 136.4 5.i 98 95 <br /> 3'NofCL <br />7 190' NW of Batch Loadout, SBG 2 136.5 5.4 98 95 <br /> at CL <br />8 335' NW of Batch Loadout, SBG 2 136.2 6.2 96 95 <br /> 6'WofCL <br />95 460' NW of Batch Loadout, SBG 2 141.1 4.7 100+ 95 <br /> 4'EofCL <br />PROCTOR DATA <br />No. Maximum Optimum Relative Relative Density Soil Type <br /> Dry Moisture Density Maximum <br /> Density Content Minimum Density (pcf) <br /> Densi c <br />1 103.0 ~ 0.0 Shotrock <br />2 139.0 7.0 Pit Run Sands and Gravels <br />Comments: <br />BSG= Below Subgrade Grade <br />SG= Subgrade Grade <br />SBG= Subbase Grade <br />BSBG= Below Subbase Grade <br />BCG= Base Course Grade <br />BBF= Below Bottom of Footing <br />NWC= Northwest Corner <br />NEC= Northeast Comer <br />SWC= Southwest Corner <br />SEC= Southeast Corner <br />BFG= Below Footing Grade <br />FG= Footing Grade <br />