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AL <br /> 14C SUMMARY OF TEST RESULTS <br /> I I <br /> Red—brown sandy clay <br /> I Ik TEST SYMSOL 453 <br /> 135 HtI <br /> I I I TEST METMOO ASTM D-1557 "A" <br /> I I I ( NAxNwM DRY 114.2 <br /> DENSITY(PCF) <br /> OPTIMUM WATER <br /> CONTENT (x) 13.9 <br /> UNIFIED SOIL <br /> CLASSIFICATION ML—CL <br /> NATURAL WATER 18.1 <br /> (X) <br /> 130 CONTENT <br /> L,WIo LIMIT 28 <br /> PLASTIC LIMIT <br /> a I I i t I I sPECI�� GRAVITY i <br /> it <br /> U <br /> ® 12S <br /> U <br /> uj <br /> IZ <br /> ® 12 <br /> Z <br /> � I <br /> O <br /> CL <br /> 1 CURVES OF 100% SATURATION <br /> = FOR SPED GRAVITY <br /> EQUAL TO, <br /> 115 2.75 <br /> 3 <br /> 2.70 <br /> 2.65 <br /> 2 <br /> Nx <br /> Ilk <br /> ® {10 <br /> s <br /> 105 <br /> 1000 4 8 12 16 20 24 <br /> WATER CONTENT — PERCENT OF DRY WEIGHT <br /> DESCRIPTION OF TESTS HARNEY LANE LANDFILL <br /> TEST METMOO AASNO AASMO <br /> Tss- TISO- 20-1008-49 <br /> VOLUME of <br /> i <br /> CYLINOER (CU.FT) <br /> MANNER WEIGHT (LDS.) 5 1/2 10 COMPACTION DIAGRAM <br /> MANNER DROP (IN.) I! ID ORWN. my DATE: JOS NO. PLATE ND. <br /> "MANNER GLOWS CMKO. ®Y: GSM DATE: <br /> PER LAYER J. H. KLEINFE`LDER AND ASSOCIA ES <br /> MUNSER OF LAYERS S b SOU Dnd Foandition !s <br /> COMPACTION ENERGY 12,a0C bi,,00a�> j,ab0I1t0I�Si <br /> i a.� •a •s• nt sTl <br />