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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 />10 <br />20 <br />30 <br />40 <br />N <br />cY 50 <br />U <br />IT 60 <br />70 <br />80 <br />90 <br />100 <br />10 <br />PARTICLE I ANALYSIS <br />TEST REPORT <br />ASTM D-422 <br />021605.06 <br />1599D <br />I <br />1-UKVVAKU LANUI-ILL- J I AUt -IA ULUJUKt JeplemDer /, ZUU <br />GRAVEL SAND <br />BOLDERS COBBLES SILT AND CLAY <br />COARSE FINE COARSE MEDIAN FINE <br />US SIEVE SIZE, INCHES US STANDARD SIEVE SIZE No. HYDROMETER <br />6" 3" 1.5" 3/4" 3/8" 4 10 20 30 40 50 100 200 <br />100 <br />ii I j <br />.j.90 <br />i <br />I iI' <br />80 <br />I I <br />70 <br />j 60 <br />co <br />50 <br />i 40 a <br />30 <br />20 <br />i <br />0.005 Micron 1� <br />l: 10 <br />j 0 <br />)0.00 100.00 10.00 1.00 0.10 0.01 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 />W <br />® <br />CL -6 <br />Sandy Clay <br />0.0 <br />39.4 <br />60.6 <br />Size Passing, mm Dfi0 = 0.07 D30 = 0.02 D10 = 0.00 5 micron = 15% <br />Coefficient of Curvature, Cc: 1.80 Coefficient of Uniformity, C,: 30.55 Fineness Modulus = 0.63 <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 testis) represented here, and Client agrees to indemnify and hold harmless Vector from and against all liability in excess of the aforementioned limit. <br />)excel rolects 021605 li 1599D -MA Print Date: Reviewed Bv: LSN: <br />DCN: MA-rp (rev. 6/04/05) <br />09/23/05 A--"\ <br />SyyL <br />