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14C I I IIMMARY OF TEST RESULTS <br /> ( I <br /> Red-brown sandy clay <br /> I I I I TEST SYMBOL #52 <br /> 135 I ( TEST METHOD ASTM D-1557 "A" <br /> II I MAXIMUM ORY <br /> DENSITY(PCP) 115.0 <br /> OPTIMUM MATER <br /> CONTENT (x) 1*3.9 <br /> UNIFIED SOIL '1.L—CL <br /> CLASSIFICATION <br /> I NEN " isCOaT x 17.6 <br /> 130 <br /> UOUtO LIMIT 2 <br /> f I PLASTIC LIMIT 7 <br /> Q I 3PEC1FIC WIAYITY <br /> U. <br /> C1 <br /> m 125 I <br /> V <br /> W <br /> d. <br /> rn 120 <br /> 2 <br /> m <br /> Q <br /> CURVES OF 100% SATURATION <br /> i- FOR SPECIFIC GRAVITY <br /> = EQUAL TO- <br /> W 115 2.73 <br /> 32.70 <br /> 2.63 <br /> F- <br /> Z <br /> p 110 <br /> 105 <br /> 1000 4 8 12 16 20 24 <br /> WATER CONTENT — PERCENT OF DRY WEIGHT <br /> DESCRIPTION OF TESTS HAMFy LANE LANDFILL <br /> TEST METHOD AASNO AASHO <br /> T*9- TIBO- 20-1008-49 <br /> VOLUME Of k" <br /> CYUNOER (CU.FT.) r <br /> NAMMER WEIGHT (LBS.) 6 I/t 10 COMPACTION DIAGRAM <br /> HAMMER CROP (IN.) tt IB ORM". By DATE: I JOB NO. I PLATE M0. <br /> HAMMER BLOWS CHKO. aY:GSM GATE: — <br /> 4Vj DJ <br /> PER LAYER J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS 3 a SoU imd Found&dOn ]:;B&*Ors <br /> COMPACTION ENERGY 126400 $4,300 E*naMrinC LAboritaries <br />