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C7 <br />r WARM <br />.III <br />ALLIED WASTE INC. <br />I SIZE LYSIS <br />Test Report <br />ASTM C-136 <br />021605.09 <br />2875B <br />Report Date: <br />t-UKVVAKU LANUt-ILL t•U-Uu UVVtK September u, Luul <br />Sample ID <br />* Description <br />% Gravel <br />GRAVEL SAND <br />% Silt - Clay <br />l <br />BOULDERS <br />coeaLEs <br />SILT AND CLAY <br />® <br />DG -A11 (Rec'd 9/4) <br />COARSE FINE COARSE MEDlUA9 FINE <br />41.9 <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 />0 J d 100 <br />I I I I I I I I I I I I I I I I I I I Il I I 1,I I I I I I Ill I I I I I I I 1 1 1 I I i <br />I I I I I I I I I I I I I I I I I I I I 11 I I I I I I I I I III 1 1 1 i I I I I I I I I 1 <br />10 <br />1 1 1 1 1 1 I I <br />1 1 <br />1 <br />1 1 1 1 <br />I II <br />l <br />I l l i li l I <br />I <br />1 1 1 <br />I <br />I <br />1 <br />I <br />III <br />1 111 1 1 1 I I <br />so <br />1 1 1 <br />V I I I I I i <br />I I I I I I I I <br />I I 1 1 1 I I I <br />201 1 1 1 1 1 <br />1111111 I <br />1 1 1! I I I I <br />1 1 <br />I I <br />1111111 <br />I I <br />1 1 I I <br />I I I I <br />1 1 1 1 <br />I I <br />I I <br />I <br />I I <br />1 1 1 1 I I I <br />I I I I' I I <br />11 IIlII <br />I l 1 1 ii l I <br />lil I <br />ill I <br />111 <br />1 1 1 <br />I <br />I <br />II <br />I I <br />11 <br />it <br />I <br />I <br />1 <br />I <br />I <br />( I ISI 1 1 1 I 1 <br />I Iil 1 1 1 I I <br />-IIIII111 I <br />I lil 1 1 1 I I <br />1 1 1 1 I I I i <br />I I 11 1 I I i <br />80 <br />1111111 I <br />I I 1 1 1 I I I <br />i l l l l I I I <br />1 1 1 1 1 I I I <br />30 <br />V <br />( I <br />I I I I <br />I I I I <br />I I <br />I I <br />1 1 1 1 is i I <br />I I I 1! I <br />1 1 1 <br />I I I <br />I <br />I <br />,1 <br />1 <br />1 <br />1 <br />I I I i l I I I <br />I I I b I 1 I <br />1 1 1 I I I I i <br />V I I I 1 I I <br />70 <br />1111111 I <br />11111 I I I <br />40 <br />1111111 <br />111 <br />1 1 I <br />I <br />I I <br />11111;11 <br />IIII I I <br />III <br />I I I <br />II <br />I <br />I <br />1 <br />I <br />IIIIIIII I <br />I1'II I 1 I I <br />1111111 1 <br />V I I I I I I <br />1 1 1 1 I I I I <br />I I <br />I I I I <br />I I <br />I I 1 1 I� I I <br />1 1 1 <br />I <br />I <br />I <br />I ill 1 1 1 I I <br />60 <br />I I I I I I I I <br />50 1 1 1 1 1 I I <br />1 1 1 I li <br />1 1 1 <br />111 <br />1 1 1 <br />Q I I 1 1 1 1 I I <br />V <br />I I I I <br />I I <br />I I I I l 1 <br />I I I <br />I <br />11 <br />1 <br />1111 I I I I I <br />50 <br />( I I I I I I I ♦\ <br />1 1 1 I I 1 I I <br />I l i I I I I I <br />1 1 1 1 1 1 I I <br />Q 60 <br />1 1 <br />1 1 <br />I I <br />1 I I I <br />I I I I <br />I I 1 1 <br />I I <br />I I <br />I I <br />1 1 1 I I' I <br />I I I I I% I I <br />I I I I I; I I <br />1 1 1 <br />1 1 1 <br />1 1 1 <br />I <br />I <br />1 <br />I <br />I <br />1 <br />I <br />i <br />1 <br />1111 I I I I I <br />111 1 1 1 I I <br />1 111 1 1 1 I I <br />1 1 1 I I I I I � <br />I I I I I I I I <br />V I I I I I I <br />V I I I 1 I I <br />1 1 1 I I i I I <br />1 1 <br />1 1 <br />1 I I I <br />1 1 1 I <br />I I <br />I I <br />1 1 1 I I I I <br />I I I I li I I <br />I I I <br />1 1 1 <br />I <br />I <br />I <br />I <br />I <br />I <br />1111 I I I I I <br />I I;I I I I I I <br />40 <br />( I I I I I I <br />V I I I I I I <br />I I I I I I <br />I I I I I I I I <br />70 <br />1 1 <br />1 1 <br />1 1 1 1 <br />1 1 1 i <br />I <br />I I <br />I I I li l I <br />1 1 1 I 1; I I <br />1 1 1 <br />1 1 1 <br />I <br />1 <br />I <br />I <br />I <br />I <br />I I it 1 1 l I I <br />I II 1 1 1 I I <br />1 1 1 1 1 1 I I <br />1 1 1 1 I I I I <br />30 <br />I I 1 1 1 I I I <br />1111111 I <br />1 1 <br />1111111 <br />1 I I I <br />I I <br />I <br />I I I I I I I <br />IIII III <br />1 1 1 <br />111 <br />I <br />II <br />I <br />I <br />I <br />I l a I I I I I <br />Iljillll I <br />1 1 1 I I I I I <br />1111111 I <br />I I I I I I I I <br />I I 1 1 1 I I I <br />80 <br />I I <br />1 1 <br />I 1 1 1 <br />1 1 1 I <br />I I <br />I I <br />I l l I li I <br />V I I I, I I <br />I I I <br />I I I <br />I <br />I <br />I <br />I <br />I <br />I <br />I lil I I I I I <br />i III I I I I I <br />I I I I I I I I <br />I I 1 1 1 I I I <br />III I II I I <br />IIIIII I I <br />111 <br />IIIIII <br />1 11 <br />I I <br />I <br />IIII IiI I <br />Illl lil I <br />1 1 1 <br />III <br />II <br />I <br />I <br />I <br />11;1111 I I <br />1111111 I I <br />20 <br />III I II I I <br />111111 I I <br />VIII I I I <br />I I 1 1 1 I I I <br />90 <br />VIII <br />1 1 <br />11 <br />1 I I I <br />I <br />I i <br />IIII lI I <br />1 1 1 I I I I <br />III <br />I I I <br />1 <br />I <br />I <br />I <br />I <br />I <br />Illllt I I 1 <br />1111 I I I 1 I <br />V III 11 I <br />I I I i i i i I <br />V I I I I I I <br />1 1 1 1 1 I I I <br />1 1 <br />1 1 <br />1 I I I <br />1 I I I <br />1 I <br />1 I <br />1 1 1 I I I 1 I <br />I I I I I, I I <br />I I I <br />I I I <br />I <br />I <br />I <br />I <br />I <br />I <br />I III 1 1 I i I <br />I II t l i 1 I <br />10 <br />I I I i i i I <br />I I I I I I I I <br />111111 I I <br />11111 1 1 1 <br />111111 <br />11111 <br />1 <br />1 1 <br />1 1 <br />IIII fI l <br />1111111 1 <br />III <br />11 <br />l <br />I1j1111 1 I <br />'111 1 1 1 <br />111111 1 l <br />11111 1 1 1 <br />100 <br />0 <br />1000.00 <br />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 />® <br />DG -A11 (Rec'd 9/4) <br />Poorly Grade(dSP> and w/ Gravel <br />41.9 <br />56.1 <br />1.9 <br />Size Passing, mm D60 = 4.97 D30 = 3.33 D10 = 2.22 <br />Coefficient of Curvature, Cc: 1.01 Coefficient of Uniformity, Cu: 2.24 Fineness Modulus = 5.17 <br />* Visual Classification based on ASTM D-2488 <br />Note: * Percentages are +/- 0.1 % based on computer rounding as allowed by ASTM D-6026-01 Section 5.2.3. <br />These results apply only to the above listed samples. The data and information 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 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 />bexcel l Projects 120021021605 1 28758-W Print Date: Reviewed Bv: LSN <br />DCN: MA-rp (rev. 6/04/05) <br />09/21/09 <br />ZS75b <br />