Laserfiche WebLink
Vector Engineering Inc. TICL SIZE ANALYSIS <br /> 143E Spring Hill Drive,Grass Valley,CA 95945 530-272-2448 PA R <br /> LABORATORY SERVICES TEST REPORT <br /> ASTM D-422 <br /> Client: Project No: Lab Sample No: <br /> ALLIED WASTE INC. 021605.07 19338 <br /> ject Name: Report Date: <br /> FORWARD FU-06 CQA August 19,2006 <br /> GRAVEL SAND <br /> HOLDERS 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 /> ° too <br /> lo so <br /> 201 i 80 <br /> 30 70 <br /> i` <br /> 40 I 60 <br /> 50 I 50 co <br /> 60 <br /> 40 0- <br /> 70 70 <br /> 30 <br /> 80 <br /> 20 <br /> 90 <br /> 10 <br /> l <br /> 100 0 <br /> 1000.00 100.00 10.00 1.00 0.10 0.01 0.00 <br /> Particle Diameter, mm <br /> E Sample ID Description % Gravel % Sand % Silt- Clay <br /> C/) <br /> ® FG #2 (Fine Gravel) Well Graded Gravel with Sand 67.5 32.0 0.5 <br /> (8/18/06) <br /> Size Passing, mm Dfi0= 6.75 D30= 4.54 D10= 2.89 <br /> Coefficient of Curvature, Cc: 1.06 Coefficient of Uniformity, Cu: 2.34 Fineness Modulus = 5.62 <br /> 7 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 1 rojects 1 2 2 1 021605 1 19 3B- A Print Date: Reviewed By. LSN: <br /> DCN: MA-rn(rov. 6/04105) r.;�-liun6 1933B <br />