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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 />[=nD A/AD17) I AA1r)PI1 I CTAC,F 1 A C`I (1CI IRF <br />PA R TICL E SIZE A NA LI <br />TEST REPORT <br />ASTM D-422 <br />1681 C <br />rrolect tvo: <br />021605.06 <br />GRAVEL SAND <br />BOLDERS 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 />Heport nate: <br />Nnvamhar 1 <br />SILT AND CLAY <br />HYDROMETER <br />o <br />Sample ID <br />I, <br />% Gravel <br />� <br />% Silt - Clay <br />17�1 <br />® <br />I <br />Brown Clay with Sand <br />0.0 <br />100 <br />83.5 <br />I <br />90 <br />to <br />I' <br />20 <br />( <br />80 <br />' <br />I <br />70 <br />30 <br />I <br />I <br />I <br />i <br />t <br />60 <br />40 <br />I <br />Q3 <br />Q: 50 <br />I <br />50 CL <br />40 n. <br />li 60 <br />_ _ <br />30 <br />70 <br />N20 <br />60 <br />I <br />I;, <br />10 <br />90 <br />I <br />II <br />100 <br />0 <br />1000.00 <br />100.00 <br />10.00 <br />1.00 <br />0.10 <br />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 />® <br />CL -34 <br />Brown Clay with Sand <br />0.0 <br />16.5 <br />83.5 <br />Size Passing, mm D60 = 0.03 D30 = 0.01 Dto = N/A 5 micron (%) = 26 <br />Coefficient of Curvature, Ca: N/A Coefficient of Uniformity, Cu: N/A Fineness Modulus = 0.18 <br />These results apply only to the above osteo samples. l ne aata ano imormauon are proprietary ano can not be reieasec wnnoui authorization or 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 ro%cts 02 1021605 1 168 1 C -MA Print Date: Reviewed Bv.: LSN: <br />/r,) 7(�tS7( <br />OCN. MA-ro (rev. 6/04/05) 11/14/05 (�`�' <br />