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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 />PA R T/CLE SIZE A NA LYI <br />TEST REPORT <br />ASTM D-422 <br />021605.06 <br />Lab Sample No: <br />1636C <br />Report Date: <br />® F-UKWAKU LANUI- ILL - S I ACit I ULUSUKI= September 2b, 2UU <br />Sample ID <br />Description <br />% Gravel <br />GRAVEL <br />SAND <br />T <br />C!1 <br />aot_DERs <br />coeaLEs <br />SILT AND CLAY <br />® <br />COARSE <br />FINE <br />COARSE <br />MEDIAN <br />FINE <br />US SIEVE SIZE, INCHES <br />US STANDARD SIEVE SIZE No. <br />HYDROMETER <br />6" 3" 1.5" 3/4" 3/8" <br />4 10 20 30 40 50 100 200 <br />0100 <br />10 <br />90 <br />2U <br />80 <br />70 <br />30 <br />i <br />; <br />I <br />I <br />I <br />j <br />60 <br />a 40 <br />i; <br />CD <br />' <br />Q� <br />i <br />I) <br />!i <br />50P i <br />50 <br />! <br />iv <br />I <br />R <br />Q 60 <br />40 <br />70 <br />30 <br />80 <br />i <br />20 <br />i <br />I <br />0.005 Micron <br />90 <br />10 <br />100 <br />o <br />1000.00 100.00 <br />10.00 <br />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 />T <br />C!1 <br />® <br />CL -18 (Rec'd 9/22/05) <br />Sandy Clay <br />0.0 <br />37.3 <br />62.7 <br />Size Passing, mm D60 = 0.05 D30 = 0.01 Dt0 = 0.00 5 micron = 25% <br />Coefficient of Curvature, Cc: 0.76 Coefficient of Uniformity, C,: 48.96 Fineness Modulus = 0.49 <br />These results apply only to the above listed samples. I he data and !ntormatlon 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 />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 />)excel Projects 1 20021 021605 1 1636C- Print Date: Reviewed Rv: LSM <br />10/12/05 /(� 7 636% <br />DCN: MA-rp (rev. 6/(74/0.5) ,�,,,,, <br />