Laserfiche WebLink
130 <br />• 125 <br />120 <br />115 <br />110 <br />105 <br />• <br />100 <br />95 <br />LL <br />U <br />a <br />~ so <br />rn <br />z <br />w <br />0 <br />~ 85 <br /> <br />; <br />- -' -' - <br />--'--'--'- <br />-'- '-- <br /> <br /> <br />--~ --- -- <br />_ _ <br /> <br />- CURVE TP-6A AT 6-9 FT <br /> <br />MAXIMUM DRY 113 5 PC <br />F <br />- - <br />' --,- --, - - <br />- -.- OPTIMUM MOISTURE <br />15.5 % DRY WEIGHT <br /> <br />- ~ -'-- -;--- ZERO AIR'VO -- <br />IDS --'--=-=--'-- <br />SPECIFIC GRAV --'--'--- ' <br />ITY = 2.70 <br /> <br /> <br /> <br />i ~ ~ , <br />. ~ ~ ~ ~ ~ ~ . <br /> <br />0 5 10 15 20 <br />MOISTURE CONTENT - <br />Sample Description SAND, CLAYEY (SC) <br />Location TP-6A AT 6 - 9 FEEL <br />• Compaction Tesf Procedure ASTM D 698 <br />METHOD "A" <br />Job No. 32,611 <br />25 30 35 <br />LIQUID LIMIT 31 °/ <br />PLASTICITY INDEX 16 <br />GRAVEL - <br />SAND - <br />SILT AND CLAY 40 <br />Compaction <br />Test Results Fig. B-15 <br />