Laserfiche WebLink
14C SUMMARY OF TEST RESULTS <br /> Brown silty sand <br /> TEST SYMBOL. "All <br /> 135 TEST METHOD ASTM D-1557 <br /> MAXIMUM DRY <br /> DENSITY(PCF) 120 . 8 <br /> OPTIMUM WATER 12 . 5 % <br /> CONTENT (%) <br /> UNIFIED SOIL <br /> CLASSIFICATION <br /> NATURAL C%)WATER 13 .2 % <br /> 130 CONTENT <br /> LIQUID ualr <br /> F PLASTIC LIMIT <br /> ® SPECIFIC GRAVITY <br /> W <br /> m 125 <br /> VAA <br /> W <br /> a <br /> rn 120— <br /> z <br /> O <br /> a. <br /> CURVES OF 100% SATURATION <br /> 1' FOR SPECIFIC GRAVITY <br /> = EQUAL TO= <br /> W 115 2.T5 <br /> 3 <br /> — 2.70 <br /> } 2.65 <br /> 2 <br /> } <br /> O 110 <br /> 105 <br /> I008 4 8 12 16 20 24 <br /> WATER CONTENT — PERCENT OF DRY WEIGHT <br /> DESCRIPTION OF TESTS <br /> TEST METHOD AASHO AASHO <br /> TIS- __1160- <br /> VOLUME OF <br /> CYLINDER (CU.FT) <br /> HAMMER WEIGHT (L.$) a Ik IO COMPACTION DIAGRAM <br /> HAMMER DROP (IN.) 1E I• DRWN. SYS GSM DATE: JOS NO. KATE NO, <br /> HAMMER SLOWS CHKD. BY: GSM DATE:11 3/93 <br /> PER LAYER J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS S a SOU and Foundation MINION <br /> COMPACTION ENERGY 12,40G aS,30A Eng1DWdK Latloratories <br /> (FT. LBS.PER CU.FL) <br /> L-17 <br />