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Vector Engineering Inc. <br />143E Spring Hill Drive, Grass Valley, CA 95945 530-272-2448 <br />LABORATORY SERVICES <br />Client: <br />® FORWARD INC <br />PA R TICL E SIZE A NA L YSIS <br />TEST REPORT <br />ASTM D-422 <br />021605.07 <br />Lab Sample No: <br />18868 <br />t•mporr Lia a: <br />FUKWAKU 1 -U -U6 (;UA JUIy Z5, ZUUt <br />Sample ID <br />Description <br />% Gravel <br />GRAVEL SAND <br />% Silt - Clay <br />T <br />rn <br />BOWERS <br />COBBLES <br />SILT AND CLAY <br />COARSE FINE COARSE MEDIAN FINE <br />Granular Drainage <br />US SIEVE SIZE, INCHES US STANDARD SIEVE SIZE No. <br />HYDROMETER <br />6" 3" 1.5" 3/4" 3/8" 4 10 20 30 40 50 100 <br />200 <br />0 <br />100 <br />90 <br />10 <br />80 <br />20 <br />70 <br />30 <br />60 <br />a 40 <br />2 <br />Q� 50 <br />y <br />50 a <br />m <br />40 a <br />a 60 <br />30 <br />70 <br />20 <br />801 i i i i i i I <br />i <br />10 <br />90 <br />0 <br />100 <br />1000.00 <br />100.00 10.00 1.00 0.10 0.01 0.00 <br />Particle Diameter, mm <br />5 <br />E <br />Sample ID <br />Description <br />% Gravel <br />% Sand <br />% Silt - Clay <br />T <br />rn <br />Granular Drainage <br />A <br />Material # 3 <br />Poorly Graded Gravel with Sand <br />68.1 <br />31.1 <br />0.7 <br />rec'd 7/21/06 <br />Size Passing, mm Dfi0 = 6.75 D30 = 4.60 D10 = 2.94 <br />Coefficient of Curvature, Cd: 1.07 Coefficient of Uniformity, C,: 2.30 Fineness Modulus = 5.61 <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 tngmeering 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 rolects li 2002 5 Print Date: Reviewed Bv: �*, LSN: <br />DCN: MA-rp (rev. 6/04/05) 07/28/06 r—Llk- 7 d d bt <br />