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Particle Size Distribution Test Report <br /> 100 <br /> 90 <br /> 80 <br /> 70 <br /> W 60 <br /> Z <br /> Z 50 <br /> W <br /> U <br /> Of <br /> OW 40 <br /> 30 <br /> 20 <br /> 10 <br /> 0 <br /> 100 10 1 0.1 0.01 0.0 <br /> GRAIN SIZE - mm <br /> /°COBBLES %GRAVEL %SAND %SILT %CLAY <br /> ±J <br /> 91 0.0 4.9 78.1 17.1 <br /> ■ 0.0 7.4 37.6 55.0 <br /> A 0.0 31.6 42.5 25.9 <br /> LL PI Das De0 D50 Dao D15 D10 C, C. <br /> 0 2.635 0.999 0.712 0.309 <br /> ■ 0.788 0.116 <br /> • 14.66 0.803 0.333 0.099 <br /> MATERIAL DESCRIPTION USCS NAT.MOIST. <br /> • silty SAND,trace gravel SM 11.4% <br /> ■ sandy SILT,trace gravel ML 10.7% <br /> • silty,gravelly SAND SM 14.6% <br /> Remarks: Project: 777x Static Test Facility <br /> m <br /> Client: <br /> J <br /> • Source:HC-4 Sample No.: S-20 Depth: 120.0 to 121.5 <br /> ■ Source: HC-6 Sample No.: S-5 Depth: 25.0 to 26.5 <br /> A Source: HC-7 Sample No.: S-1 Depth: 5.0 to 6.5 <br /> 0 <br /> A A <br /> u� 19106-01 5115 <br /> 17�I.ViI aOWSER Figure B-3 <br />