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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 />0...:....� Alr�.r.u• <br />FORWARD FU-Ub UUA <br />PARTICLE SIZEANALYSIS <br />TEST REPORT <br />ASTM C-136 <br />021605.07 <br />SOLDERS COBBLES GRAVEL SAND SILT AND CLAY <br />COARSE FINE COARSE I MED14N FINE <br />US SIEVE SIZE, INCHES US STANDARD SIEVE SIZE No. HYDROMETER <br />1803B I <br />_� <br />�1 <br />6" 3" 1.5" 3/4" 3/8" 4 10 20 30 40 50 100 200 <br />0 100 <br />I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I 1 1 1 I I I I I I I I I I I I i <br />1 1 1 1 1 I I I I I I 1 1 I I I I I I I i I 1 1 1 I I I I I I I I I i I I I I 1 1 I I I <br />I I I I I I I I 1 1 1 1 1 1 I I I I I I I 1 1 1 1 I I I I I I I I i I I I I I I I I 1 I <br />90 <br />10 <br />I I I <br />I I I I I I I I <br />% Silt - Clay <br />1 1 <br />1 1 <br />1 1 <br />1 I I I <br />I I <br />I I I I I <br />I <br />I I <br />® <br />1 1 1 <br />1 1 1 <br />i <br />I <br />I <br />I <br />0.3 <br />1 1 <br />1 1 <br />1 I I <br />1 I I I i I <br />1 1 1 I I <br />1 1 1 i t I I I <br />1 1 1 I I <br />1 1 1 I I 1 I I <br />I I <br />I <br />I I I I <br />1 <br />I 1 <br />1 1 I <br />I I I I <br />1 I <br />I I <br />1 1 1 <br />I i l <br />1 <br />I <br />I <br />1 <br />1 lit <br />1 1 <br />I I I 1 i <br />1 I I 1 I 1 <br />1 1 1 <br />1 1 1 I I I I I <br />80 <br />20 <br />I I I I I I I I <br />1 1 <br />1 I I I <br />I I <br />I I I I <br />1 I <br />I I I <br />I <br />I <br />I <br />I I <br />I I I I 1 I <br />I I I 1 1 I I I <br />1 1 1 I I I I I <br />I I I I I I I I <br />I 1 I <br />I I <br />1 1 <br />I I I I <br />1 I I I <br />I I <br />I 1 <br />I I I I I <br />I I I t l <br />1 1 I <br />I I <br />l I <br />I I <br />I I I <br />1 1 1 <br />I <br />I <br />1 <br />I <br />I <br />I <br />I I <br />I I <br />I I I I I I <br />I I I I I I <br />I I 1 1 1 I I 1 <br />I I I I I I I 1 <br />70 <br />30 <br />l i l l l I I 1 <br />1 1 <br />1 I I I <br />1 I <br />1 t I I <br />I I <br />I I I <br />I <br />I <br />I I <br />I I I I I I <br />1 1 1 I I I I 1 <br />1 1 1 I I I 1 I <br />I I I I I I I I <br />I I <br />1 1 <br />I I I I <br />1 I I I <br />I I <br />I I <br />11 1 1 <br />I I I I I <br />I I <br />I I <br />I I I <br />1 1 1 <br />I <br />I <br />1 <br />1 <br />I <br />I <br />I I <br />I I <br />I I I 1 I I <br />I I I I I I <br />I I I I I I I I <br />I I I I I I I I <br />60 <br />40 <br />,ice <br />1 1 1 I I I I I <br />1 1 <br />1 I I I <br />I f <br />I I I I <br />I I <br />I I I <br />I <br />I <br />I <br />I I <br />I I I I I I <br />I I I I I I I I <br />C <br />cq <br />1 1 1 <br />1 1 <br />1 <br />I 1 <br />1 1 1 <br />I <br />I 1 <br />y <br />� <br />505011 <br />CT <br />I <br />! I I I I I 1 <br />1 1 1 1 I I <br />I I <br />I I <br />I <br />I I I I <br />I <br />I I <br />1 1 1 <br />1 1 I I I <br />I I <br />1 <br />I I <br />1 <br />1 1 1 <br />I I I <br />1 1 <br />I <br />1 <br />: <br />I <br />I <br />I <br />III <br />I III <br />I <br />1 1 1 I I <br />I i <br />1 1 I <br />I I I I I I I I <br />1 1 1 <br />U <br />40 CT <br />60 <br />I I: I I I I <br />j l 1 <br />1 1 1 I <br />I I <br />I I I I <br />I I <br />1 1 1 <br />1 <br />I <br />1 <br />I l <br />it I I I I I <br />I I I I I I I I <br />7030 <br />I I 1 1 I I I <br />I I I <br />I I <br />1 1 1 11 <br />I <br />1 1 1 <br />I <br />I 111 <br />I '. I I I <br />I I I I I I I I <br />20 <br />80 <br />1 1 1 <br />til <br />l l 1 <br />1 1 I <br />90 <br />I, l i I I I <br />I I I <br />I I I I <br />I <br />1 1 1 1 1 <br />I I <br />I1 <br />III <br />I <br />1 <br />I <br />l i <br />it 1 1 1 1 1 <br />11: 1 1 1 1 1 <br />i 1 <br />10 <br />0 <br />100 <br />1000.00 <br />100.00 <br />10.00 <br />1.00 <br />0.10 <br />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 />® <br />Vernalis 3/8"x #8 <br />Poorly Graded Gravel w/ Sand <br />73.6 <br />26.1 <br />0.3 <br />(Rec. 5/9/06) <br />Size Passing, mm Dfi0 = 6.59 D30 = 4.94 D10 = 3.12 <br />Coefficient of Curvature, Cb: 1.18 Coefficient of Uniformity, Cu: 2.11 Fineness Modulus = 5.73 <br />These results apply only to the above listed samples. I he data and Information are proprietary and can not be released without autnonzatlon of vector tnglneering 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 />Labexcel I 77jects 12002 021605 111 18538-M/ Print Date: Reviewed By: LSN: <br />DCN: MA-rp (rev. 6104105) 05/16/06 7aujt <br />