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1/ector Engineering Inc. <br />143E Spring Hill Drive, Grass Valley, CA 95945 530-272-2448 <br />LABORATORY SERVICES <br />FORWARD INC. <br />Name: <br />FnRWARn I ANDFII I -STAGF 1A Cl OSHRF <br />ARTICLE SIZE ANALYSIS <br />TEST REPORT <br />AS I M D-422 <br />1669D <br />Proiect No <br />021605.06 <br />GRAVEL SAND <br />HOLDERS COBBLES <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 />Nn%/amhar 9 <br />SILT AND CLAY <br />HYDROMETER <br />Particle Diameter, mm <br />0 <br />E <br />o <br />Description <br />% Gravel <br />% Sand <br />% Silt - Clay <br />A <br />N <br />A <br />I <br />Sandy Clay <br />0.0 <br />100 <br />62.7 <br />10 <br />I <br />90 <br />I <br />20 <br />I <br />I <br />I <br />80 <br />I <br />30 <br />1 <br />70 <br />I j <br />i <br />� <br />40 <br />6050 <br />� <br />50 <br />IT- <br />60 <br />j <br />40 0- <br />70 <br />30 <br />80 <br />j <br />20 <br />90 <br />( <br />10 <br />100 111 <br />0 <br />1000.00 <br />100.00 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 />A <br />N <br />A <br />CL -28 <br />Sandy Clay <br />0.0 <br />37.3 <br />62.7 <br />Size Passing, mm D60 = 0.06 D30 = 0.01 D10 = 0.00 5 micron (%) : 20 <br />Coefficient of Curvature, Cc: 0.62 Coefficient of Uniformity, Ct,: 26.22 Fineness Modulus = 0.82 <br />i nese resuds apply only to me aoove usted samples. f ne cata ano information are proprietary ano 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 lest(s) represented here, and Client agrees to indemnify and hold harmless Vector from and against all liability in excess of the aforementioned limit. <br />)exce To/eels 2 1021605 1 9 - Print Date: Reviewed Bv_ LSN. <br />DCNMA-ip (rev. (3/04/05) 11/10/05 <br />1669:G <br />