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Vector iJu ieerin <br />g <br />Sand Cone Density Tests Foundation Layer <br />San Joaquin County Construction of 2 Modules- Foothill Landfill <br />Date <br />7-3-03 <br />7-7-03 <br />7-8-03 <br />7-9-03 <br />7-10-03 <br />7-10-03 <br />7-11-03 <br />7-14-03 <br />7-15 <br />Test Number <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />Depth or Elevation <br />.5'BFG <br />.5'BFG <br />.5'BFG <br />.5'BFG <br />FG <br />.5'BFG <br />FG <br />.5'BFG <br />FG <br />Location: <br />N2200 <br />E3050 <br />N2100 <br />E3270 <br />N2090 <br />E3540 <br />N2060 <br />E4020 <br />N2250 <br />E3015 <br />N1895 <br />E2980 <br />N2160 <br />E3300 <br />N1870 <br />E2760 <br />N2050 <br />E3800 <br />Curve #/Soil type <br />Fl#2 <br />Fl#9 <br />FL#9 <br />Fl#10 <br />FL#13 <br />FL#15 <br />Fl#11 <br />FL#7 <br />FL#13 <br />Tare + Wet Soil lb <br />4.96 <br />4.54 <br />4.89 <br />4.98 <br />4.43 <br />4.66 <br />4.83 <br />3.98 <br />4.39 <br />Tare(lb)_.59 <br />.59 <br />.59 <br />.59 <br />.59 <br />.59 <br />.59 <br />.59 <br />.59 <br />Wet Soil ib <br />4.37 <br />3.95 <br />4.3 <br />4.39 <br />3.84 <br />4.07 <br />4.24 <br />3.31 <br />3.8 <br />Tare + Sand Initial lb <br />13.65 <br />14.1 <br />13.77 <br />14.2 <br />13.23 <br />14.19 <br />13.48 <br />12.66 <br />12.87 <br />Tare + Sand Final (lb) <br />7.59 <br />8.3 <br />7.92 <br />8.21 <br />7.45 <br />8.26 <br />7.59 <br />7.28 <br />7.2 <br />Sand Used Gross lb <br />Sand in Cone lb <br />Sand Used et)(Ib) <br />6.06 <br />3.07 <br />2.99 <br />5.8 <br />3.07 <br />2.73 <br />5.85 <br />3.07 <br />2.78 <br />5.99 <br />3.07 <br />2.92 <br />5.78 <br />3.07 <br />2.71 <br />5.93 <br />3.07 <br />2.86 <br />5.89 <br />3.07 <br />2.82 <br />5.38 <br />3.07 <br />2.31 <br />5.67 <br />3.073.07 <br />2.6 <br />Wet Densi c <br />119.2 <br />117.9 <br />126.1 <br />122.5 <br />115.5 <br />116.0 <br />122.5 <br />116.8 <br />119.1 <br />Corrected for +3/4 <br />Tare Name <br />A2 <br />BUB <br />T <br />BuB <br />BuB <br />Da <br />Bowl <br />Bowl <br />Bowl <br />Pan + Wet Soil <br />557.3 <br />1917.4 <br />2172 <br />2074.3 <br />1798.3 <br />1926.0 <br />2098 <br />1703.1 <br />1860.2 <br />Pan + Dry Soil ) <br />454.9 <br />1599.2 <br />1808 <br />1730.7 <br />1502.9 <br />1577.0 <br />1739.7 <br />1411 <br />1565.5 <br />Moisture loss <br />99.4 <br />318.2 <br />364 <br />343.6 <br />295.4 <br />349 <br />358.3 <br />292.1 <br />294.7 <br />Pan <br />13.6 <br />83.7 <br />146 <br />85.9 <br />86 <br />83.9 <br />178 <br />141.0 <br />- <br />140.6 <br />Da Soil <br />441.3 <br />1515.5 <br />1662 <br />1644.8 <br />1416.9 <br />1493.1 <br />1561.7 <br />1270 <br />1424.9 <br />Moisture Content % <br />22.5 <br />21 <br />21.9 <br />20.9 <br />20.8 <br />23.4 <br />22.9 <br />23 <br />20.7 <br />-pa DensitLPAC <br />97.3 <br />97.4 <br />103.4 <br />101.3 <br />95.6 <br />94 <br />99.7 <br />95.0 <br />98.7 <br />Max Density / Opt <br />Moisture <br />104.3/21.6 <br />105/19.3 <br />105/19.3 <br />106.9/19.7 <br />104.2/19.5 <br />99.5/23 <br />105.3/20.5 <br />102.8/21.3 <br />104.2/19.5 <br />Compaction % <br />93.3 <br />93.4 <br />98.5 <br />94.8 <br />91.8 <br />94.5 <br />94.7 <br />92.4 <br />94.7 <br />Compaction Required <br />90 <br />90 <br />90 <br />90 <br />90 <br />90 <br />90 <br />90 <br />90 <br />Remarks <br />Pass <br />Pass <br />Pass <br />Pass <br />P <br />BFG = Below Finish Grade Reviewed By: r� ®R <br />