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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 />REPORTPARTICLE SIZE ANALYSIS <br />TEST <br />AS TM D-422 <br />021605.06 <br />ie: <br />FORWARD LANDFILL <br />GRAVEL SAND <br />BOLDERS COBBLES <br />COARSE I FINE COARSE MEDIAN I 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 />Se <br />SILT AND CLAY <br />HYDROMETER <br />162�3B <br />I. 20051 <br />Particle Diameter, mm <br />Sample ID <br />Description <br />% Gravel <br />% Sand <br />% Silt - Clay <br />® <br />CL -10 (Rev'd 9/15/05) <br />Clay with Sand <br />0.0 <br />l! <br />72.5 <br />100oi <br />III <br />l I <br />II! I <br />! <br />9010 <br />20 <br />I <br />I I <br />80 <br />I I <br />!I <br />�II'!I!I <br />! <br />I <br />I!1!!II <br />! I <br />III <br />(! <br />I <br />I!!II <br />I I <br />li!III <br />30 <br />VIIII <br />VIII <br />(IIII! <br />VIII! <br />l <br />i <br />Iliill <br />11111 <br />! <br />70 <br />ao60 <br />IIII I I I I <br />i!I�il l i <br />� <br />I <br />!Ili I <br />i I � <br />III <br />! <br />I <br />I <br />ilil <br />i! I I <br />Ili! i I <br />I I <br />! <br />I <br />i <br />� <br />50a <br />� <br />!iii I I I <br />Til! I <br />i <br />I <br />illll <br />l i <br />III <br />! <br />i <br />l I <br />li!I <br />i t <br />l!IIl I! <br />I <br />� <br />� <br />!III I! I <br />111111 i I <br />I <br />I <br />i! <br />! i <br />lil'� <br />i! <br />� I <br />il!I <br />i I I <br />IIII I I I <br />I I <br />(L 60 <br />Illll <br />40 Q! <br />70 <br />30 <br />80 <br />20 <br />II <br />0.005 Micron r <br />90 <br />10 <br />i <br />100 <br />0 <br />1000.00 <br />100.00 <br />10.00 <br />1.00 0.10 0.01 <br />0.00 <br />Particle Diameter, mm <br />Size Passing, mm D60 = 0.06 D30 = 0.01 Dt0 = 0.00 5 micron = 21% <br />Coefficient of Curvature, Cc: 1.32 Coefficient of Uniformity, C,,: 40.77 Fineness Modulus = 0.44 <br />These results apply only to the above listed samples. The data and information are proprietary and can not bere ease 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 />a exceProjects -MA Print Date: Reviewed By: LSN: 16238 <br />DCN: MA-rp (rev. 6/04/05) 02121/06 <br />Sample ID <br />Description <br />% Gravel <br />% Sand <br />% Silt - Clay <br />® <br />CL -10 (Rev'd 9/15/05) <br />Clay with Sand <br />0.0 <br />27.5 <br />72.5 <br />Size Passing, mm D60 = 0.06 D30 = 0.01 Dt0 = 0.00 5 micron = 21% <br />Coefficient of Curvature, Cc: 1.32 Coefficient of Uniformity, C,,: 40.77 Fineness Modulus = 0.44 <br />These results apply only to the above listed samples. The data and information are proprietary and can not bere ease 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 />a exceProjects -MA Print Date: Reviewed By: LSN: 16238 <br />DCN: MA-rp (rev. 6/04/05) 02121/06 <br />