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Vector Engineering Inc. <br />143E Spring Hill Drive, Grass Valley, CA 95945 530-272.2448 <br />LABORATORY SERVICES <br />FORWARD INC. <br />Name: <br />I-UKVVAKU LANW-ILL- J I Alit -1A ULUJUKt. <br />PARTICLE IZE ANALYSI <br />TEST REPORT <br />ASTM D-422 <br />Project No: Lab Sample No: <br />021605.06 159E <br />SOLDERS COBBLES GRAVEL SAND <br />COARSE FINE COARSE MEDIAN FINE <br />US SIEVE SIZE, INCHES US STANDARD SIEVE SIZE No. <br />6" 3" 1.5" 3/4" 3/8" 4 10 20 30 40 50 100 200 <br />Report Date: <br />5eptemoer r, zuu <br />SILT AND CLAY <br />HYDROMETER <br />0100 <br />Sample ID <br />Description <br />% Gravel <br />% Sand <br />% Silt - Clay <br />T <br />® <br />CL -5 <br />Sandy Clay <br />0.0 <br />33.4 <br />;' <br />I <br />10 <br />i <br />i <br />I <br />I <br />90 <br />20 <br />BO <br />30 <br />I <br />70 <br />j <br />;, <br />a 40 <br />60 <br />co <br />Ql� 50 <br />50 a <br />60 <br />40 fi <br />70 <br />30 <br />80 <br />i <br />!' <br />20 <br />Micron <br />0.005 <br />16 <br />90 <br />10 <br />100 <br />I <br />0 <br />1000.00 100.00 <br />10.00 <br />1.00 <br />0.10 0.01 <br />0.00 <br />Particle Diameter, mm <br />0 <br />E <br />Sample ID <br />Description <br />% Gravel <br />% Sand <br />% Silt - Clay <br />T <br />® <br />CL -5 <br />Sandy Clay <br />0.0 <br />33.4 <br />66.6 <br />Size Passing, mm D60 = 0.06 D30 = 0.01 D10 = 0.00 5 micron = 17% <br />Coefficient of Curvature, Cc: 1.19 Coefficient of Uniformity, C,,: 20.72 Fineness Modulus = 0.44 <br />These results apply only to the above listed samples. The data and information are proprietary and can not be released without authorization of Vector Engineering Inc. <br />By accepting the data and results represented on this page, client agrees to limit the liability of Vector Engineering, Inc. from Client and all other parties claims arising out of the use of <br />this data to the cost for the respective test(s) represented here, and Client agrees to indemnify and hold harmless Vector from and against all liability in excess of the aforementioned limit. <br />)excel 1 Projects 1 2002 1 021605 1 1599C -MA Print Date: Reviewed Bv• LSN <br />DCN: MA-rp (rev. 6/04/05) 09/23/05 7595 <br />