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COUPACTION <br />CURVE <br />NO <br />so tL TYPE OPTIMUM MOISTURE <br />CONTENT IN PERCENT <br />OF ORY WE IGHT <br />IIAXIHUU DRY <br />DENSITY IN <br />POUNDS PER <br />CUBIC FOOT <br />1 <br />2 <br />Z <br />4 <br />5 <br />S I LTY SAND <br />SILTY SAND <br />SILTY SAND <br />SILTY SAND <br />SAND (SP) , <br />( SM) , Light <br />( SM) , Li ght <br />(SM), Light <br />( SM) , Li ght <br />Light Gray <br />Brown <br />Brown <br />Gr ay <br />Brown <br />10 <br />11 <br />10 <br />11 <br />L2 <br />L26 <br />L20 <br />114 <br />LL7 <br />109 <br />METHOD OF COMPACTION <br />ASTM STANDARD TEST METHOD D-I557-70 EOUIVALENT TO A.A.S H.O. <br />SOIL COMPACTION TEST T I8O.'7IIIfi CUBIC FOOT IUIOLD,IO POUNO HAMMER <br />FALLING IE INCHES,25 BLOWS PER LAYER) <br />SUMMARY OF COMPACT ION TEST DATA <br />JOB 81-20-10 d. a.gvans, inc.PLATE 3 <br />DAE-R6 l2-7C