Laserfiche WebLink
Vector Engineering Inc. T/ LE SIZE ANALYSIS <br /> 143E Spring Hill Drive,Grass Valley,CA 95945 530-272-2448 PA R <br /> LABORATORY SERVICES TEST REPORT <br /> ASTM C-136 <br /> ent: Proiect No: Lab Sample No: <br /> FORWARD INC. 021605.07 2016D <br /> 'qWject Name: Report Date: <br /> FORWARD FU-06 CQA October 27, 2006 <br /> GRAVEL SAND <br /> BOLDERS COBBLESSILT 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 /> D ( ( 100 <br /> i I <br /> 10 90 <br /> 20 60 <br /> I I , <br /> 30 I 70 <br /> 40 I j 60 <br /> I I I ti <br /> 50 50� <br /> w. <br /> 60 40 <br /> 70 30 <br /> I I <br /> 60 I 20 <br /> I j <br /> 90 I I 10 <br /> 100 <br /> 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 /> FIG#6, Top o Slope <br /> (Granular Drainage <br /> • Material) Poorly Graded Gravel w/Sand 52.5 47.1 0.4 <br /> (Sampled 10/19/06) <br /> recd 10/20 <br /> Size Passing, mm Dfi0= 5.89 D30= 3.85 D10= 2.81 <br /> Coefficient of Curvature, Cc: 0.89 Coefficient of Uniformity, C,,: 2.09 Fineness Modulus = 5.49 <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:La exce rojects 2002 1021605 1 2016D---M–A— Print Date: Reviewed By:p(,Z 2O16D LSN. <br /> DCN. MA-rh(rev. 6/04/05) 11102106 P1 <br />