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Vector Engineering Inc. TIL SIZE ANALYSIS <br /> 143E Spring Hill Drive,Grass Valley,CA 95945 530-272-2448 <br /> LABORATORY SERVICES TEST REPORT <br /> ASTM C-136 <br /> -Client: Proiect No: Lab Sample No: <br /> FORWARD INC. 021605.07 2016B <br /> ,qWoject Name: Report Date: <br /> FORWARD FU-06 CQA October 27, 2006 <br /> GRAVEL SAND <br /> BOLDERS COBBLES SILT AND CLAY <br /> COARSE F 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 q 7 7 �! 100 <br /> 10 so <br /> 20 80 <br /> 30 70 <br /> 40 60 <br /> N � <br /> � I C <br /> m � <br /> 50 I 50(T <br /> N � N <br /> 60 40 LL <br /> 70 I 30 <br /> 60 I 20 <br /> I iI <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 /> 0 <br /> E Sample ID Description % Gravel % Sand % Silt- Clay <br /> a <br /> U) <br /> Ffloor NE area <br /> (Granular Drainage <br /> A Material) Poorly Graded Gravel w/Sand 63.1 35.7 1.1 <br /> (Sampled 9/26/06) <br /> recd 10/20 <br /> Size Passing, mm Dfi0= 6.57 D30= 4.21 Dt0= 2.64 <br /> Coefficient of Curvature, Cc: 1.02 Coefficient of Uniformity, Cu: 2.49 Fineness Modulus = 5.51 <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 testis)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 1 Projects 12002 1021605 2016B-MA Print Date: Reviewed By:pA— LSN: <br /> DCN: MA-rp(rev. 6104/05) <br /> 11/02/06 2� 68 <br />