Laserfiche WebLink
Vector Engineering Inc. MOISTURE/DENSITY RELATIONSHIPS <br /> 143E Sp>ftg 1*0 01M Gross Valley,CA 95945(530)272-2448 <br /> LABORATORY SERVICES TEST REPORT <br /> ASTM D- 1557 <br /> ClJent• Project No.: Lab Log No.: <br /> Aft Forward Inc. 021605.03 CL-7 <br /> ame: <br /> Forward Landfill October 13 2003 <br /> 140 - <br /> 135 <br /> 100% Saturation Curve <br /> Iso Specific Gravity aAA• 2.7 <br /> v 125 <br /> 120 <br /> 115 <br /> 110 <br /> 105 <br /> 100 <br /> 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0 20.0 22.0 <br /> Water Content, % <br /> Lab Sample Maximum Optimum Water <br /> No. Identification Description <br /> Dry Density Content <br /> t» pcf kg/m" % <br /> ■ <br /> CL-7 CL-7 10-13-03 Light Brown Silty CLAY 115.0 1.84 15.6 <br /> Corrected Values For Oversized Particles, per ASTM D-4718 <br /> ■ CL-7 with 0 Percent+3/4"Gravel, the maximum Dry Density 115.0 15.6 <br /> Note: The test was conducted as method A with<4 percent retained on the no.4 sieve(minus 3/4") <br /> These results apply only to the above listed samples.The data and information are proprietary and cannot be released without authoriaatlon of Veer Engineering Inc. <br /> 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 /> *I.data to the cost for the respective tests)represented here,and Client agrees to indemnify and hold harmless Vector from and against all liability in excess of the aforementioned limit. <br /> L.Labexoel l Projects 12002 1021605 1 CL-7-cmp.x/s Test 8y.• Elder By. Ck. By: <br /> DCN:CMP-rp(ieh 31"3) KAU <br />