Laserfiche WebLink
'WItector EngineeringInc. OI ■ U/\E/DENSITY RELATIONSHIPS <br /> 143E Spring MN Drive Gres;Veffey,CA 95M(530)272-2448 <br /> LABORATORY SERMES TEST REPORT <br /> ASTM ©- 1557 <br /> Chant Project No.: <br /> Lab Log No.: <br /> Forward Inc. 021605.03 CL-6 <br /> TRJWFVS--.. <br /> ep a• <br /> Forward Landfill October 9 2003 <br /> 140 <br /> 135 <br /> 100% Saturation Curve <br /> 13o Specific Gravity app. 2.7 <br /> 125 - <br /> 120 - <br /> 115 - <br /> 110 - <br /> 105 - <br /> 100 - <br /> 2.0 <br /> 251201151101051002.0 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 Description Maximum Optimum Water <br /> No. Identification Dry Density Content <br /> pcf kg/m" % <br /> ■ <br /> CL-6 CL-6 10-9-03 Light Brown Silty CLAY 115.2 1.85 15.9 <br /> Corrected Values For Oversized Particles, per ASTM D-4718 <br /> ■ CL-6 with 0 Percent+3/4"Gravel, the maximum Dry Density 115.2 15.9 <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 lisp samples.The data and information are proprietary and can not be released;gout authorization M Vector Engineering Inc. <br /> By accepting the date and results represented on this page,client agrees to limit the liability of Vector Engineering,Inc.from Client and all other parties claims arising art of the use of <br /> this data to the east for the respective tests)represented here,and Client agrees to indemnity and hold harmless Vector from and against all liability in excess of the aforementioned limit. <br /> Llebexcef 1 Projects 120021021605 1 CL-B-cmp.x/s Test By: Errter By: Ck, By: <br /> DCN:CMP-rp(rev.X"3) KAU <br />