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' EARTH ENGINEERING CONSULTANTS, LLC <br /> SUMMARY OF LABORATORY TEST RESULTS <br /> Sieve Analysis(AASHTO T 11&T 27/ASTM C 117&C 136) <br /> Sieve Size Percent Passing <br /> 4" (101.6 mm) 100 <br /> 3" (76 mm) 100 <br /> 2" (50 mm) 93 <br /> 1 1/2" (37.5 mm) 83 <br /> ' V (25 mm) 72 <br /> 3/4" (19 mm) 62 <br /> 1/2" (12.5 mm) 52 <br /> 3/8" (9.5 mm) 49 <br /> No.4 (4.75 mm) 38 <br /> ' No.8 (2.36 mm) 31 <br /> No. 10 (2 mm) 29 <br /> No. 16 (1.18 mm) 26 <br /> ' No.30 (0.6 mm) 22 <br /> No.40 (0.425 mm) 21 <br /> No.50 (0.3 mm) 20 <br /> No.100 (0.15 mm) 17 <br /> ' No.200 (0.075 mm) 15.5 <br /> Liquid Limit,Plastic Limit and Plasticity Index of Soils(AASHTO T 89&T90/ASTM D 4318) <br /> ' Liquid Limit 25 <br /> Plastic Limit 21 <br /> ' Plasticity Index 4 <br /> Description GC-GM <br /> Project: CC&V Concentrator <br /> ' Location. Victor,Colorado <br /> Project No. 2174030 <br /> Sample ID: SSF-3-R <br /> Sample Location: SSF Test Fill Ono <br /> Date: August 2017 <br />