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< Leighton SOIL RESISTIVITY TEST <br />DOT CA TEST 532 / 643 <br />Project Name:The Academy Tested By :V. Juliano Date: 10/17/11 <br />Project No. :603284-001 Data Input By: J. Ward Date: 10/20/11 <br />Boring No.:But Depth (ft.) :0-5 <br />Sample No. :BB-1 <br />Soil Identification:*Brown (SM) <br />*California Test 643 requires soil specimens to consist only of portions of samples passing through the No. 8 US Standard Sieve before resistivity <br />testing. Therefore, this test method may not be representative for coarser materials. <br />Water Adjusted <br />bpeamen Added (mi) <br />Moisture <br />No.Content <br />(Wa)(MC) <br />Resistance Soil <br />Reading Resistivity <br />(ohm)(ohm-cm) <br />1 10 15.46 12000 12000 <br />2 20 23.71 8800 <br />3 30 31.96 8000 8000 <br />4 40 40.20 9100 9400 <br />5 <br />Moisture Content (%) (MCi)7.22 <br />Wet Wt. of Soil + Cont. (g)192.20 <br />Dry Wt. of Soil + Cont. (g)184.40 <br />Wt. of Container (g) 76.30 <br />Container No. <br />Initial Soil Wt. (g) (Wt)BO.00 <br />Box Constant 1.000 <br />MC =(((1+Mci/100)x(Wa/Wt+1))-1)x100 <br />Min. Resistivity Moisture Content <br />(ohm-cm) (%) <br />DOT CA Test 532 / 643 <br />Sulfate Content <br />(Ppm) <br />DOT CA Test 417 <br />Chloride Content Soil pH <br />(Ppm)pH Temp. (°C) <br />DOT CA Test <br />DOT CA Test 422 <br />-Part II <br />8000 30.8 44 43 7.30 21.8 <br />13000 <br />12000 f <br />E11000 <br />E <br />0 <br />-10000 <br />2 <br />g 9000 <br />8000 <br />\ <br />\ <br />i <br />i <br />! <br />/ <br />7000 <br />15.0 20.0 25.0 30.0 35.0 40.0 45.0 <br />Moisture Content (%)