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vector Engineefing Inc. MOISTURE/ DENSITY RELATIONSHIPS <br />143E Spring Hill Drive, Grass Valley, CA 95945 (530) 272-2448 <br />LABORATORY SERVICES TEST REPORT <br />ASTM D - 1557 <br />Waste Inc. <br />Name: <br />021605.08 <br />Report Date: <br />Forward Landfill FU -08 CQA June z4, zuut <br />121-- <br />100 %'Saturation Curve, <br />119Specific Gravity app. I2.7 <br />117 <br />115 <br />113 <br />v 111 <br />Q <br />109 <br />CO <br />107 <br />105 <br />103 <br />101 <br />99 <br />97 <br />95 <br />6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 <br />Water Content, <br />6 <br />Lab <br />Sample <br />Description <br />Maximum <br />Optimum Water <br />.0 <br />E <br />No. <br />Identification <br />Dry Density <br />Content <br />fn <br />pcf k9 / m3 <br />2553E <br />SG -3 Placed Material <br />Brown Lean Clay w/ Sand (CL) <br />105.6 <br />1691 <br />19.1 <br />(Rev'd 6/19) <br />Corrected Values For Oversized Particles, per ASTM D-4718 <br />2553E with 0.6 Percent +#4 Gravel, the maximum Dry Density = 105.8 18.9 <br />Note: The test was conducted as method A with 0 percent retained on the no. 4 sieve ( minus #4) <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 />o I —.A. i I ... C- Taef Rv nAA FnterBV: KH Ck. Bv: <br />DCN: CMP -IP (rev. 5/24107) Print Date : 7/2/2008 �` <br />