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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />- <br /> <br />~ ~ <br />-~ -=-- <br /> <br />SAMPLE NO. DEPTH ,'- 2.5' ELEVATION 9052 <br />SOIL Brown sandy clay TP#5 <br />LOCATION West Diyide / Alsbury <br />OPTIMUM MOISTURE CONTENT 12.6 % <br />MAXIMUM DRY DENSI1"Y 118.3 pcf <br />METHOD OF COMPACTION ASTM 1557 Method A <br /> <br />~ <br /> <br />o <br />150 <br /> <br />MOISTURE CONTENT IN '70 OF DRY WEIGHT <br />5 10 15 20 <br /> <br />25 <br /> <br />~ <br /><.> <br />..... <br />en <br />CD <br />...J <br /> <br />\40 <br /> <br />tl30 <br /> <br />, , <br /> <br />~120 <br /> <br />>- <br />.... <br />ell <br />Z <br />'" <br />o <br /> <br />~1I0 <br />o <br /> <br />, <br />, , <br />, , <br />" , <br />, <br /> <br />, , <br />, ' <br /> <br />100 <br /> <br />, , <br />FIELD MOISTUR E <br /> <br />, , <br /> <br />, , <br /> <br />, , <br /> <br />90 <br /> <br />COMPACTION <br /> <br />TEST DATA <br /> <br />PLATE <br />