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Vector Engineering Inc. <br />143E Spring HBI Drive, Grass Valley, CA 95945 530-272-2448 <br />LABORATORY SERVICES <br />FORWARD INC <br />e: <br />FORWARD FU -06 CQA <br />PARTICLE IANALYSIS <br />TEST REPORT <br />ASTM C-136 <br />Project No: <br />021605.07 <br />GRAVEL SAND <br />SOLDERS 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 />0 100 <br />10 90 <br />20 80 <br />30 70 <br />a 40 60 <br />N >� <br />tO m <br />CC 50 1 1 so a <br />e iv <br />a so ! 40 a <br />70 <br />30 <br />80 20 <br />90 10 <br />100 0 <br />1000.00 100.00 10.00 1.00 0.10 0.01 0.00 <br />Particle Diameter, mm <br />1803A I <br />neporr mare: <br />May 11, 2006 <br />SILTAND CLAY <br />HYDROMETER <br />E <br />Sample ID <br />Description <br />% Gravel <br />% Sand <br />% Silt - Clay <br />a <br />® <br />Vernalis 3/4"x1/2" <br />Poorly Graded Gravel <br />98.1 <br />0.8 <br />1.1 <br />(Rec. 5/9/06) <br />Size Passing, mm D60 = 16.98 D30 = 14.45 D10 = 12.76 <br />Coefficient of Curvature, Ca: 0.96 Coefficient of Uniformity, Cu: 1.33 Fineness Modulus = 7.02 <br />These results apply only to the above listed samples. The data and information are proprietary ana can not oe reieasea wmout aumur zarwn vi vauvi Enyl —Il y <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 />a exceProjects 12002 1021605 Print Date: Reviewed By: LSN: 1803A <br />DCN: MA-rp (rev. 6/04/05) 05/11/06 <br />