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Vector Engineering Inc. TIL SIZE L <br /> 143E Spring Hill Drive,Grass Valley,CA 95945 530-272-2448 PA R <br /> YSIS <br /> LABORATORY SERVICES TEST REPORT <br /> ASTM C-136 <br /> Client: Protect No: Lab Sample No: <br /> FORWARD INC. 021605.07 201 <br /> Project Name: Report Date: <br /> FORWARD FU-06 CQA October 27,GRAVEL SAND 2006 <br /> BOLDERS COBBLES SILT AND CLAY <br /> COARSE FINE COARSE MEDIAN FINE <br /> US SIEVE SIZE,INCHES US STANDARD SIEVE SIZE No. HYDROMETER <br /> 6" 3" 1.5" 3/4" 3/8" 4 10 20 30 40 50 100 200 <br /> 0 100 <br /> 10 I 90 <br /> 20 80 <br /> 30 70 <br /> I <br /> 40 60 <br /> •� I I I I .0 <br /> o> I <br /> y <br /> fY 50 i i 50 ti <br /> 60 40 CT <br /> I I <br /> i <br /> i <br /> 70 i 30 <br /> j� <br /> 80 I 20 <br /> li <br /> 90 I 10 <br /> 10011' 0 <br /> 1000.00 100.00 10.00 1.00. 0.10 0.01 0.00 <br /> Particle Diameter, mm <br /> 0 <br /> E Sample ID Description % Gravel % Sand % Silt- Clay <br /> a <br /> V) <br /> FG 5, floor W area <br /> (Granular Drainage <br /> ® Material) Poorly Graded Gravel w/Sand 65.1 33.7 1.1 <br /> (Sampled 10/3/06) <br /> recd 10/20 <br /> Size Passing, mm Dfi0= 6.68 D30= 4.38 D10= 2.84 <br /> Coefficient of Curvature, Cc: 1.01 Coefficient of Uniformity, C,,: 2.35 Fineness Modulus= 5.58 <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 /> 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 /> L: abexcel 1Projects 12002 1 021605 1 2016 A Print Date: Reviewed By:��k LSN: 2OT F)C <br /> DCN: MA-rp(rev. 6104/05) 11/02/06 <br />