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GRAVEL SAND I FINES <br /> COARSE IFINE COARSEI MEDIUM I FINE SILT CLAY <br /> U.S.STANDARD SIEVE OPENING U.S. STANDARD SIEVE NUMBER HYDROMETER <br /> 3.0" 11/2" 3/4" 3/8" #4 #8 #16 #30 #50 #100 #200 <br /> 100 <br /> 90 <br /> 80 <br /> 70 <br /> 60 <br /> x <br /> 0 <br /> w <br /> 50 <br /> � m <br /> cn <br /> CD a <br /> Na Z 40 <br /> 0 <br /> O LL <br /> N Z <br /> N w 30 <br /> U <br /> w <br /> W <br /> a <br /> 20 <br /> 10 <br /> 0 <br /> 100.000 10.000 1.000 0.100 0.010 0.001 <br /> PARTICLE-SIZE(mm) <br /> Project Name: TestAmerica — Irvine <br /> Boring No.: N/A Sample No.: 440-140711-1 <br /> Project No.: 440-140711-1 <br /> Depth (feet): N/A Soil Type : N/A <br /> `C`' SIEVE ANALYSIS of FINE and Soil Identification: Metal shavings <br /> NLeighton COARSE AGGREGATES <br /> 00ASTM C 136 GR:SA:H : (%) 0 : 95 : 5UJ/1.')/1b <br /> ® 1-11-1 �.�o.Ana',,,.-44 '4;7 1-1 i a�eived 0311-16- <br />