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'Vector Engineering Inc. <br />143E Spring Hill Drive, Grass Valley, CA 95945 530-272-2448 <br />LABORATORY SERVICES <br />PARTICLE SIZELYSIS <br />TEST REPORT <br />ASTM D-422 <br />t; I'rOleCl NO: 021605.06 <br />JamlJle IVU,FORWARD INC. 021605.06 1623G <br />75roject Name: Report Date: <br />FORWARD LANDFILL <br />GRAVEL SAND <br />SOLDERS COBBLES <br />COARSE FINE COARSE MEDIAN FINE <br />US SIEVE SIZE, INCHES US STANDARD SIEVE SIZE No. <br />6" 3" 1.5" 3/4" 3/8" 4 10 20 30 40 50 100 200 <br />,jeptemrJer zo, zuuo <br />SILT AND CLAY <br />HYDROMETER <br />° <br />III <br />Illjl <br />li <br />% Sand <br />% Silt - Clay <br />� <br />® <br />I!II <br />I I I i <br />100 <br />25.2 <br />IIII I I I I <br />,i!ill <br />I I ! <br />I I <br />ill l I <br />I <br />I I <br />I I <br />III <br />I <br />I <br />I <br />!ll <br />I I I I I <br />I I <br />I <br />90 <br />10i <br />I I ! <br />Illli I <br />I I <br />illli <br />! I � <br />i1i <br />I <br />I <br />! <br />IIII! <br />i t i <br />liill I I I <br />{IIII I! I <br />hill I I <br />I <br />iil I <br />I I � <br />!'I <br />I <br />I <br />I <br />!II! <br />! I I I <br />!IIII I I I <br />80 <br />20 <br />l i <br />V I I I I I! <br />I <br />VIII i I <br />I! <br />II!I! <br />I l <br />III <br />I <br />I <br />i <br />I:I <br />I I I I I <br />I I I I ! I I <br />IIII <br />Illi! <br />i <br />III <br />!.I <br />! ! <br />70 <br />30 <br />IIII I I I I <br />IIII I I <br />I I <br />IIII I <br />I I i <br />I�! I <br />I <br />I S <br />I <br />III <br />I I I I <br />IIII I I! I <br />I!I I I I I I <br />' <br />IIII 1 1 <br />I <br />III I I <br />I I i <br />IIII <br />I <br />I <br />� <br />III <br />I I I ! I <br />!IIII I I I <br />60 <br />a 40 <br />1 1 1 1 <br />I <br />� <br />IIII ! I I I <br />IIII I I I <br />I ! <br />I!II! <br />I <br />I I <br />III <br />i <br />l� <br />I <br />�111I <br />I I I I <br />IIII I I I I <br />�� <br />•5 <br />Cr- <br />50 a <br />so <br />Ill l i l 1 <br />IIS 1 1 l <br />I <br />ii! 1 1 <br />1 , <br />l <br />jii•. <br />15 <br />30 <br />70 <br />i <br />20 <br />80 <br />0.005 Micron <br />10 <br />90 <br />I <br />� <br />0 <br />100 <br />1000.00 <br />100.00 10.00 1.00 0.10 0.01 0.00 <br />Particle Diameter, mm <br />E <br />Sample ID <br />Description <br />% Gravel <br />% Sand <br />% Silt - Clay <br />In <br />® <br />CL -15 (Rec'd 9/15/05) <br />Clay with Sand <br />0.0 <br />25.2 <br />74.8 <br />Size Passing, mm D60 = 0.05 D30 = 0.00 D10 = N/A 5 micron = 311/0 <br />Coefficient of Curvature, Cc: N/A Coefficient of Uniformity, C,: N/A Fineness Modulus = 0.19 <br />These results apply only to the above listed samples. The data and information are proprietary and can not be released witriout au oriza ion or Vectori <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 />lexce rolec s 12002 k 021605 Print Date: Reviewed By: LSN: <br />DCN: MA-rp (rev. 6/04/05) 02121106 1 V Z %) L <br />