Laserfiche WebLink
14C SUMMARY OF TEST RESULTS <br /> Red-brown silty sand <br /> TEST SYMBOL <br /> 135 AIN N TEST METHOD <br /> 1557 <br /> MAXIMUM DRY - <br /> DENSITY(PCF) 124 . 6 <br /> OPTIMUM WATER <br /> VIA CONTENT 1%) 10 .5 <br /> UNIFIED SOL <br /> CLASSIFICATION SM <br /> NATURAL <br /> CONTENT WATER 1%) 8 . 1 <br /> 130 LIQUID LIMIT <br /> PLASTIC LIMIT <br /> H <br /> ® SPECIFIC GRAVITY <br /> W <br /> m 125 <br /> V <br /> W <br /> d <br /> N I <br /> Z <br /> 0 <br /> IL <br /> I <br /> CURVES OF ®®O SATURATION <br /> f- FOR SPECIFIC GRAVITY <br /> EQUAL TO, <br /> IIS 2.7 <br /> 2.70 <br /> 2.65 <br /> w <br /> Z <br /> } <br /> (r <br /> ® 110- <br /> 1000L.- <br /> 4 <br /> 1010004 8 12 16 20 24 <br /> WATER CONTENT — PERCENT OF DRY WEIGHT <br /> DESCRIPTION OF TESTS HARNEY LANE LANDFILL <br /> TEST METHOD AASHO AASHO <br /> TSG- TISO- <br /> VOLUME OF <br /> CYLINDER (CU.FT) 20-1008-49 <br /> HAMMER WEIGHT (LBS.) $ % 10 COMPACTION DIAGRAM <br /> HAMMER DROP (IN.) 1E 1• DAWN. BY, DATE: doe N0. PLAT[ ma <br /> HAMMER GLOW$ CNKD. BY: DATE <br /> PER LAYER J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS 3 8 Soil and FDUnWiDu En&eers <br /> COMPACTION ENERGY12,4oc oG,3oo ritlE Laboratories <br /> (FT. LBS.PER CU.FT.) <br /> L-17 <br />