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Vector Engineering Inc, IL / E 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. 021605.07 201 <br /> Project Name: Report Date: <br /> FORWARD FU-06 CQA October 27, 2006 <br /> GRAVEL SAND <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 /> i� <br /> 10 90 <br /> 20 i 80 <br /> i <br /> 30 70 <br /> 40 60 <br /> I .0 <br /> rY 50 50 IT <br /> I <br /> Q� 60 40 CT <br /> 70 30 <br /> it <br /> i <br /> 80 i i i 1 1 i 20 <br /> i <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 /> T <br /> N <br /> FIG#3,floor NE area <br /> (Granular Drainage <br /> A Material) Poorly Graded Gravel w/Sand 67.1 31.9 1.0 <br /> (Sampled 9/18/06) <br /> recd 10/20 <br /> Size Passing, mm Dfi0= 6.74 D30= 4.51 D10= 2.88 <br /> Coefficient of Curvature, Cc: 1.05 Coefficient of Uniformity, Cu: 2.34 Fineness Modulus = 5.60 <br /> These results apply only to the above listed samples.The data and information are proprietary and can not be released wilhout 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: a excel rojects 12002 I 021605 1 2016A-MA Print Date: Reviewed By: LSN. 20'6A <br /> DCN. MA-rp(rev. 6/04/05) 11/02,106 <br />