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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 />FORWARD FU -06 CQA <br />PA R TI LE SIZE A NA L YSIS <br />TEST REPORT <br />ASTM D-422 <br />Project No., <br />021605.07 <br />GRAVEL SAND <br />BOLDERS COBBLES <br />COARSE FINE COARSE MEDIAN FINE <br />US SIEVE SIZE, INCHES US STANDARD SIEVE SIZE No. <br />Lab Sample No: <br />18860 <br />Report Date: <br />July 28, 2006 <br />SILT AND CLAY <br />HYDROMETER <br />6" 3" 1.5" 3/4" 3/8" 4 10 20 30 40 50 100 200 <br />p W. 100 <br />90 <br />10 <br />% Sand <br />% Silt - Clay <br />a <br />Granular Drainage <br />A <br />Material # 4 <br />Poorly Graded Sand <br />3.2 <br />93.4 <br />3.4 <br />rec'd 7/21/06 <br />80 <br />20 <br />70 <br />30 <br />60 <br />Zj 40 <br />N <br />Q� <br />cr 50 <br />1 1 1 50 Q� <br />° <br />40 a <br />Qs0 <br />30 <br />70 <br />80 <br />Ii <br />20 <br />10 <br />90 <br />0 <br />100 <br />1000.00 100.00 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 />a <br />Granular Drainage <br />A <br />Material # 4 <br />Poorly Graded Sand <br />3.2 <br />93.4 <br />3.4 <br />rec'd 7/21/06 <br />Size Passing, mm D60 = 3.70 D30 = 2.84 D10 = 1.71 <br />Coefficient of Curvature, Cc: 1.27 Coefficient of Uniformity, Cu: 2.16 Fineness Modulus = 4.68 <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 />IF 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 />a exce ro/ects 12002 it 021 A Print Date: Reviewed By:/` y� LSN: 18860 <br />DCN: MA-rp (rev. 6/04/05) 07/28/06 <br />