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Vector Engineering Inc. <br />143E Spring Hill Drive, Grass Valley, CA 95945 530-272-2448 <br />LABORATORY SERVICES <br />FORWARD INC. <br />PA R TICL E <br />TEST <br />L I <br />TEST REPORT <br />ASTM D-422 <br />021605.06 <br />-p- <br />N0: <br />1623F <br />ate: <br />FORWARD LANDFILL September 1;3, Luut <br />Sample ID <br />Description <br />% Gravel <br />GRAVEL SAND <br />% Silt - Clay <br />a <br />U) <br />SOLDERS <br />COBBLES <br />SILT AND CLAY <br />® <br />CL -14 (Rec'd 9/15/05) <br />COARSE FINE COARSE MEDIAN FINE <br />0.0 <br />26.1 <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 />° <br />!I, ! 1 100 <br />I' <br />! �! 90 <br />10 <br />IIII I I I i <br />lijll <br />I I <br />I I <br />IIII I <br />I I � <br />!11 <br />I <br />I <br />I <br />IIII <br />I I I I <br />llil i I I ! <br />IIII I I I I <br />Ilii <br />i l l <br />I ! <br />IIII I <br />I I � <br />!�!I <br />I <br />I <br />I <br />lill <br />I I I I illi! <br />I i I ! <br />80 <br />20 <br />11111 I I I <br />IIII <br />I I <br />I I <br />I <br />II!i I <br />I I <br />i <br />iii <br />I <br />I <br />! <br />� <br />II I I I I <br />(IIII I I I I <br />1 I <br />III I <br />I <br />( <br />I ! l <br />i <br />l <br />1 <br />N1 1 I <br />I I I I I I 70 <br />30 . <br />Illi I I I I <br />!IIII <br />I <br />I <br />!III I <br />I I '!'! <br />I <br />I <br />I <br />ii <br />I I ! I <br />dill I I I ! <br />4060 <br />•� <br />m <br />II!II I I I <br />!Ili!! <br />I <br />I <br />I I <br />i!III�I <br />I I I <br />!!! <br />I <br />I <br />I <br />(IIII <br />I I <br />!!!I1 1 I I •� <br />50Q� <br />50 <br />Will! <br />I <br />:. <br />�II!il l <br />c <br />!!il I <br />!1,111 1 <br />1 1 <br />Illll <br />i <br />40 <br />60 <br />i I <br />I <br />I! <br />! <br />!� <br />� <br />l! <br />� <br />i <br />.I i I <br />30 <br />70 <br />i <br />20 <br />60 <br />0.005 Micron <br />I' <br />10 <br />go <br />0 <br />too <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 />a <br />U) <br />® <br />CL -14 (Rec'd 9/15/05) <br />Clay with Sand <br />0.0 <br />26.1 <br />73.9 <br />Size Passing, mm D60 = 0.05 D30 = 0.01 Ut0 = N/A b micron = 'Lb /o <br />Coefficient of Curvature, Cc: N/A Coefficient of Uniformity, C,,: N/A Fineness Modulus = 0.45 <br />These results apply only to the above listed samples. The data and information are proprietary and can not be reieasea witnout aumonzadon or vector cngineering mc. <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 />)excel Projects Print Date: Reviewed By: LSN: <br />DCN: MA-rp (rev. 6/04/05) 02/21/06 1 UAI) <br />