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0 <br />Vector Engineering <br />Sand Cone Density Tests Foundation Layer <br />San Joaquin County Construction of 2 Modules- Foothill Landfill <br />Date <br />7-25-03 <br />Test Number <br />19 20 21 22 23 <br />De th or Elevation <br />FG <br />Location: <br />N1405 <br />E3030 <br />Curve #/Soil type <br />FL#20 <br />Tare + Wet Soil ib) <br />4.91 <br />Tare (lb) <br />.59 <br />Wet Soil lb <br />4.37 <br />Tare + Sand Initial lb <br />13.89 <br />Tare + Sand Final (lb) <br />7.84 <br />Sand UsedGross lb <br />6.05 <br />Sand in Cone lb <br />3.07 <br />Sand Used et lb <br />2.98 <br />Wet Densit cf) <br />118.15 <br />Corrected for +3/4 <br />Tare Name <br />BUB <br />Pan + Wet Soil ) <br />2037.2 <br />Pan + Dry Soil <br />1638.7 <br />Moisture loss ( m) <br />398.5 <br />Pan <br />86.6 <br />Dry Soil <br />1552.8 <br />Moisture Content % <br />25.7 <br />Dry Density cf) <br />94 <br />Max Density / Opt <br />Moisture <br />98/22.2 <br />Compaction % <br />95.9 <br />Compaction Required <br />90 <br />Remarks <br />Pass <br />BFG = Below Finish Grade Reviewed By: '►:�` <br />