Laserfiche WebLink
14C SUMMARY OF TEST RESULTS <br /> Brown sandy silt with <br /> Ione Clav <br /> TEST SYMBOL u A�e <br /> 135 I TEST METNOO ASTM D-155 <br /> MAXIMUM DRY 114 .0 <br /> DENSITY(PC III <br /> OPTIMUM NATER <br /> CONTENT 1%) 15 . 4 % <br /> UNIFIED 304L <br /> CLASSIFICATION <br /> l I I I I I I <br /> NATURAL WATERM18 . 6 % <br /> 130 I I I I LIQUID LIMIT <br /> PLASTIC LIMIT <br /> O SPECIFIC GRAVITY <br /> O <br /> 1L <br /> U <br /> ® 123 <br /> tr <br /> W <br /> C <br /> m <br /> 120 <br /> O <br /> Z <br /> O <br /> 0. <br /> ! CURVES OF 00% SATURATI <br /> t— FOR SPECIFIC GRAVITY <br /> Z EQUAL Tot <br /> W tt5 2.TS <br /> ip <br /> 2.70 <br /> 2.65 <br /> H <br /> } <br /> cc <br /> O 110 <br /> I � I <br /> I I <br /> 1000 4 g 12 16 20 24 <br /> WATER CONTENT - PERCENT OF DRY WEIGHT <br /> DESCRIPTION OF TESTS <br /> TEST NETN00 AASNO AASNO <br /> T$$- Tt$O- <br /> VOLLOK 0! <br /> CTL)ROER (C%L FT.) <br /> MANNER MEIONT (LSS.) 51/t IQ COMPACTION DIAGRAM <br /> MANNER DROP (IN.) Is I$ DRWN. BY- GSM DATE: 11/3/93 JO® No. <br /> MAMMER SLOW$ CNKO. $Y Cy( DATE* i n 0 a d Cl <br /> PER LAYER J. H. LEI FELOER AND ASSOCIAT <br /> uN®ER OF LAvtrs Sail and Foundit bn DIOnssrs <br /> COMPACTION ENERGY I t2,40L I 56,300 I Engmeeriac Laboratories <br /> (FT. L25. PER CU.FT.) <br /> I-,- <br />