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C7 <br />Amount of Material Finer than No. 200 (75 -pm) Sieve <br />ASTM D1140 <br />Project Name: <br />Project No.: <br />Sample Location: <br />Sample No.: <br />Visual Description: <br />Foothill Sani. LF - Area 2A Tested by: TNS <br />14-101-01 Calculated by: TNS <br />South Stockpile 2 Checked By: <br />Ops Stk 11 Sample Depth: <br />Clean grey sand mixed with 10-20 % brown silty/clayey sand <br />Dry Material before Wash <br />Container No. <br />1 <br />2 3 4 <br />Soil + Tare (g) <br />182.4 <br />186.4 40.6 <br />Tare (g) <br />0.0 <br />0.0 0.0 <br />Dry Soil (g) <br />1 182.4 <br />1 186.4 40.6 0.0 <br />Total dry material before wash (g) 409.4 <br />Dry Material after Wash <br />Container No. <br />1 <br />2 <br />3 <br />4 <br />Soil + Tare (g) <br />185.7 <br />161.5 <br />Tare (g) <br />0.0 <br />0.0 <br />0.0 <br />Dry Soil (g) <br />1 185.7 <br />161.5 <br />0.0 <br />0.0 <br />Total dry material after wash (g) <br />347.2 <br />Material Finer than No. 200 Sieve % 15.2 <br />Date: 06/03/15 <br />Date: 06/03/15 <br />Date: <br />Note: 1. Sampled from Ops layer soil stockpile (composite sample) <br />2. Clean grey sand mixed with 10-20 % brown silty/clayey sand <br />3. Slightly processed wiith hammer to break clods, and tested on material passing 3/8 -inch sieve <br />il'115wt='=� <br />