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Vector Engineering Inc. <br />143E Spring Hill Drive, Grass Valley, CA 95945 530-272-2448 <br />LABORATORY SERVICES <br />Client : <br />FORWARD INC. <br />PARTICLE I ANALYSIS <br />TEST REPORT <br />ASTM D-422 <br />021605.06 <br />le: <br />FORWARD LANDFILL <br />GRAVEL SAND <br />BOLDERS COBBLES <br />COARSE FINE COARSE MEDIAN FINE <br />US SIEVE SIZE, INCHES US STANDARD SIEVE SIZE No. <br />Lao sample No: <br />1586A <br />Report Date: <br />September 7, 2005 <br />SILT AND CLAY <br />HYDROMETER <br />6" 3" 1.5" 3/4" 3/8" 4 10 20 30 40 50 100 200 <br />Sample ID <br />07, <br />% Gravel <br />.......... <br />I <br />' <br />100 <br />10 <br />i <br />® <br />CL -1 (Rec'd 8/26/05) <br />Sandy Clay <br />0.0 <br />34.8 <br />65.2 <br />90 <br />0 <br />2 <br />60 <br />30 <br />70 <br />II. <br />a 40 <br />60 <br />I <br />50 <br />U <br />i <br />I <br />50 <br />v <br />IT 60 <br />40 <br />70 <br />iI <br />30 <br />80 i i i <br />20 <br />go <br />10i <br />1004 <br />0 <br />1000.00 <br />100.00 <br />10.00 1.00 <br />0.10 0.01 0.00 <br />Particle Diameter, mm <br />0 <br />E <br />Sample ID <br />Description <br />% Gravel <br />% Sand <br />% Silt - Clay <br />® <br />CL -1 (Rec'd 8/26/05) <br />Sandy Clay <br />0.0 <br />34.8 <br />65.2 <br />Size Passing, mm Dfi0 = 0.07 D30 = 0.02 D10 = 0.00 <br />Coefficient of Curvature, Cd: 2.99 Coefficient of Uniformity, Cu: 23.90 Fineness Modulus = 0.45 <br />I nese results apply only to the aoove listed samples. t ne data and information are proprietary and can not oe released wnnout autnonzatlon of Vector Engineering Inc. <br />IF 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 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 rojects 12002 10216051 1586A -MA Print Date: Reviewed By: LSN: 1586A <br />DCN: MA-rp (rev. 6/04/05) 09/15/05 r4 <br />