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140 SummARY OF TEST RESULTS <br /> _ CURVE # 1 <br /> TEST SYMBOL ASTM A <br /> 4t5 -1VI A TEST METHOD 1557-78 <br /> MAXIMUM DRY 124 4 <br /> DENSITY(PCF) <br /> OPTIMUM WATER <br /> CONTENT 11 . 4 <br /> (°)6) <br /> UNIFIED SOIL <br /> CLASSIFICATION <br /> NATURAL WATER <br /> CONTENT MW 11 . 4 <br /> 130 LIQUID LIMIT <br /> PLASTIC LIMIT <br /> 0 SPECIFIC GRAVITY <br /> 0 <br /> Red-Brown silty sand <br /> 128 Native <br /> 3 <br /> 0 4 <br /> c <br /> W <br /> CL <br /> ® <br /> 120— <br /> z <br /> 0 <br /> 0 <br /> CAL <br /> CURVES OF 100% SATURATION <br /> F- FOR SPECIFIC GRAVITY <br /> EQUAL Tt <br /> 15 2.75 <br /> 2.70 <br /> 2.65 <br /> 2 <br /> ® 110 <br /> 103 <br /> 1000 4 8 12 16 20 24 <br /> WATER CONTENT — PERCENT OF DRY WEIGHT <br /> DESCRIPTION OF TESTS <br /> TEST METHOD AASHO AASHO <br /> TSS- TIGO- <br /> VOLUME OF <br /> NDER (CU.FT) <br /> MER WEIGHT (Les.) s 111 10 COMPACTION DIAGRAM <br /> HAMMER DROP (IN.) IS Is DRWN. By DB DATE: QJOG NO. KATE MO. <br /> HAMMER BLOWS CHKD. by: GSM DATE: U AR-31- <br /> PER LAYER J. H. KLEIFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS 3 3 Soil and FOUndiLUm ED&Gors <br /> COMPACTIOR ENERGY 12,40(. 88,300 lAbOritcrlGs <br /> (FT. LBS.PER CU.FT.) <br /> L-17 <br />