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Vector Engineering Inc. MOISTURE IDENSITY RELATIONSHIPS/DENS/ <br />143E Sprig MY Drive, Grass Vaffey, CA 95945 (530) 272-2448 <br />LABORATORY SERWIDES TEST REPORT <br />ASTM D - 1557 <br />Mont Projekt No.: Lab Log No.: <br />Forward inc. 021605.06 CL -9 <br />140 <br />135 <br />130 <br />v 125 <br />CL <br />. <br />120 <br />O <br />iib'? <br />110 <br />105 <br />100 <br />2.0 <br />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 <br />Sample <br />Description <br />Maximum <br />Optimum Water <br />No. <br />Identification <br />Dry Density <br />Content <br />pcf kg / m" <br />100 <br />Specific <br />% Saturation <br />Gravity <br />Curve <br />app. 2.7 <br />CL -9 <br />CL -9 9-26-05 <br />Brown Silty CLAY <br />116.1 1.86 <br />15.4 <br />4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0 20.0 22.0 <br />Water Content, <br />Corrected Values For Oversized Particles, per ASTM D-4718 <br />■ CL -9 with 0 Percent + 3/4" Gravel, the maximum Dry Density 116.1 15.4 <br />Note: The test was conducted as method A with <3 percent retained on the no. 4 sieve (minus 3/4") <br />nese resuas apply omy to me adove asm samples. a no acre and mrormanon are proprietary and can not be released without authorMation of Vector Engineering Inc.Addiftikk I <br />ng 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 />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 />L:Labexce/ 1 Projects 12002 1, 0216051 CL-9-cmp.xis Test By: Enter By. Ck By: <br />DCN: CMP-rp (rev. 3/23) KAU KAU <br />Lab <br />Sample <br />Description <br />Maximum <br />Optimum Water <br />No. <br />Identification <br />Dry Density <br />Content <br />pcf kg / m" <br />% <br />■ <br />CL -9 <br />CL -9 9-26-05 <br />Brown Silty CLAY <br />116.1 1.86 <br />15.4 <br />Corrected Values For Oversized Particles, per ASTM D-4718 <br />■ CL -9 with 0 Percent + 3/4" Gravel, the maximum Dry Density 116.1 15.4 <br />Note: The test was conducted as method A with <3 percent retained on the no. 4 sieve (minus 3/4") <br />nese resuas apply omy to me adove asm samples. a no acre and mrormanon are proprietary and can not be released without authorMation of Vector Engineering Inc.Addiftikk I <br />ng 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 />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 />L:Labexce/ 1 Projects 12002 1, 0216051 CL-9-cmp.xis Test By: Enter By. Ck By: <br />DCN: CMP-rp (rev. 3/23) KAU KAU <br />