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LJ <br />11 <br />Amount of Material Finer than No. 200 (75-µm) Sieve <br />ASTM D1140 <br />Project Name: <br />Project No.: <br />Sample Location: <br />Sample No.: <br />Foothill Sani. LF - Area 2A <br />14-101-01 <br />South Stockpile 2 <br />Ops Stk 7 <br />Tested by: TNS <br />Calculated by: TNS <br />Checked By: <br />Sample Depth: <br />Visual Description: Bown silty/clayey sand mixed with 20-30 % grey sand <br />Dry Material before Wash <br />Container No. <br />1 <br />2 <br />3 <br />4 <br />Soil + Tare (g) <br />185.3 <br />142.2 <br />Tare (g) <br />0.0 <br />Tare (g) <br />0.0 <br />0.0 <br />0.0 <br />63.9 <br />Dry Soil (g) <br />1 185.3 <br />142.2 <br />0.0 <br />0.0 <br />Total dry material before wash (g) <br />327.4 <br />Dry Material after Wash <br />Container No. <br />1 <br />2 <br />3 4 <br />Soil + Tare (g) <br />179.9 <br />63.9 <br />Tare (g) <br />0.0 <br />0.0 <br />0.0 <br />Dry Soil (g) <br />1 179.9 <br />63.9 <br />0.0 0.0 <br />Total dry material after wash (g) 243.8 <br />Material Finer than No. 200 Sieve % 25.5 <br />Date: 05/28/15 <br />Date: 05/28/15 <br />Date: <br />Note: 1. Sampled from Ops layer soil stockpile (composite sample) <br />2. Bown silty/clayey sand mixed with 20-30 % grey sand (Potential operations layer material) <br />3. Slightly processed wiith hammer to break clods, and tested on material passing 3/8 -inch sieve <br />