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Project Name: <br />Foothill Area 2A <br />Tested by: RN Date: 9/2/2015 <br />Project No.: <br />14-101-1 <br />Calculated by: RN Date: 9/2/2015 <br />. <br />Sample Location: <br />Floor <br />Checked By: MH Date: 9/2/2015 <br />Sample No.: <br />OPS 24 <br />Sample Date: 9/1/2015 <br />Supplier <br />RJ Gordon <br />Gradation MethodX <br />FINE <br />ASTM D422 <br />1" <br />ASTM C136 <br />GRAVEL <br />SAND <br />Weight <br />Retained <br />Weight <br />Passing <br />% Passing <br />SILT OR <br />CLAY <br />75 <br />2" <br />COARSE <br />FINE <br />COARSEMEDIUM <br />FINE <br />37.5 <br />loo 10 1 0.1 0.01 0.001 <br />Particle Diameter (mm) <br />Note: <br />US Standard <br />Sieve <br />Size <br />mm <br />Weight <br />Retained <br />Weight <br />Passing <br />% Passing <br />3" <br />75 <br />2" <br />50 <br />11h" <br />37.5 <br />1" <br />25.0 <br />0 <br />504 <br />100 <br />3/a" <br />19.0 <br />5 <br />499 <br />99.0 <br />Y2 <br />12.7 <br />41 <br />458 <br />90.9 <br />3/s" <br />9.51 <br />18 <br />440 <br />87.3 <br />0 <br />#4 <br />4.75 <br />40 <br />400 <br />79.4 <br />#40 <br />0.43 <br />112 <br />288 <br />57.1 <br />#60 <br />0.25 <br />83 <br />205 <br />40.7 <br />#200 <br />0.075 <br />113 <br />92 <br />18.3 <br />Pan <br />- <br />11 <br />- <br />- <br />Wash <br />- <br />81 <br />- <br />- <br />Total I 5U4 <br />9/1/15 @ 9:00 Floor/200.Wash <br />—e—OPS 24 <br />% Passing 1",Sieve: <br />Sample before wash on #200 Sieve (g): <br />After wash (g): <br />