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Vector Engineering Inc, PARTICLE SIZE ANALYSIS <br /> 143E Spring Hill Drive,Grass Valley,CA 95945 530-272-2448 <br /> LABORATORY SERVICES TEST REPORT <br /> ASTM D-422 <br /> nt: Project No: Lab Sample No: <br /> ALLIED WASTE INC. 021605.07 1933A <br /> Project Name: Report Date: <br /> FORWARD FU-06 CQA August 19, 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 /> ° 100 <br /> Fill, <br /> II1090 <br /> V I I I ( I I I I I ! V I I I I I V I I I I <br /> 20 80 <br /> IIII I I I I IIII I I I IIII I I I III I I I III ! I I i I IIII I I I I <br /> 30 VIII VIII I: VIII I III I VIII I VIII I I 70 <br /> ( IIII I I I (IIII I I I VIII I I III I I I VIII I I I VIII I I I <br /> VIII I I I I f l l l I I I VIII I I III I I I VIII I I I ( IIII I I I <br /> 40 I 60 <br /> •S II I I I I I I IIII I I I Ii IIII I I I IjII I I I II I I I I I I II I I I I I I •� <br /> g° <br /> 50 VIII I VIII VIII II! I VIII ( IIII 50a <br /> VIII IIII ! ! ! ! VIII2 <br /> a 60 l 40 Q <br /> V I I I I I I II ! I I I I I IIII ! I I I I!'II I I ! II ! I I I I I IIIIII I. I I <br /> Illi l I ! I VIII I I II Ilii l ! I ! Ilj! I I I ! I! I I I I I I illi l l I I I <br /> 70 ! ! ! ( 7 30 <br /> iii III I I <br /> 80 I I ; � 20 <br /> IIII I I I i Ilii I ! I I! illl I ! I lilll I I ! IIII ! I I i I illl I I I I <br /> 90 q l 10 <br /> 100 VIII ! I ! II ! !III I`� II � ! i �IIIII ° <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 /> ® CG#1 (Coarse Poorly Graded Gravel 99.1 0.3 0.6 <br /> Gravel) (6/23/06) <br /> Size Passing, mm Dfi0= 17.23 D30= 13.77 D10= 10.29 <br /> Coefficient of Curvature, Cc: 1.07 Coefficient of Uniformity, Cu: 1.67 Fineness Modulus= 7.13 <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 /> Fthis data to the cost for the respective lest(s)represented here,and Client agrees to indemnify and hold harmless Vector from and against all liability in excess of the aforementioned limit. <br /> a exce rO/ec s 5 933A-MA Print Date: Reviewed By: LSN: <br /> DCN: MA-rp(rev. 6/04/05) 11/16/06 1933A <br />