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Vector Engineering Inc. MOISTURE /DENS/IDENSITY RELATIONSHIPS 143E Spring H18 Dr", Gress Valley, CA 95945 (530) 272-2448 LABORATORY SERVICES TEST REPORT ASTM D - 1557 140 135 130 115 110 105 1004- 2.0 100 % Saturation Curve Specific Gravity app. 2.7 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0 20.0 22.0 Water Content, Corrected Values For Oversized Particles, per ASTM D-4718 ® CL -13 with 0 Percent + 3/4" Gravel, the maximum Dry Density 105.5 17.2 Note: The test was conducted as method A with <2 percent retained on the no. 4 sieve (minus 3/4") accepting the data and results represented on this page, client agrees to tlmit the liability of Vector Engineering, Inc. from Client and all other partles claims arising out of the use of data to Me 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. L•Labexcell Projects 12002 10210051 CL-13-cmp.xb Test By. Enter By. Ck. By: DCN: CMP-rp (rev. 3)233) KAU KAU Lab Sample Description Maximum Optimum Water No. Identification Dry Density Content v' pcf kg / m" % ■ CL -13 CL -13 10-13-05 Brown Silty CLAY 105.5 1.69 17.2 Corrected Values For Oversized Particles, per ASTM D-4718 ® CL -13 with 0 Percent + 3/4" Gravel, the maximum Dry Density 105.5 17.2 Note: The test was conducted as method A with <2 percent retained on the no. 4 sieve (minus 3/4") accepting the data and results represented on this page, client agrees to tlmit the liability of Vector Engineering, Inc. from Client and all other partles claims arising out of the use of data to Me 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. L•Labexcell Projects 12002 10210051 CL-13-cmp.xb Test By. Enter By. Ck. By: DCN: CMP-rp (rev. 3)233) KAU KAU