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PRCI.IFCT IULN) fLR M/NL / /~/UNG.1 ~q <br />CLIENT GV~M'!NG TdLL CO __ <br />SAMPLE LOCATION~~Z z-7~ _ <br />SOIL TYPE ~C!IYIY SANL _ <br />T"PE TEST ASTM ~-/SS7 <br />160 MAX.ORY DENSITY• /2$.L pcf <br />OPTIMUM MOISTURE 9.S <br />4 <br />FRACTION USED _ 3~`t <br />150 MOLD SIZE d•o7Z9 c~ ff <br />140 <br />130 <br />0 <br />~ 120 <br />a <br />N <br />F- <br />N <br />2 <br />0 110 <br />LC <br />IOo <br />90 <br />TEST Na~~'/~C#,S/69 <br />DATE BIZ $¢ <br />TEST ©Y?~_ <br />SIEVE SIZE % PASSING <br />t I/2 •• <br />,~ <br />_ 3/4" /00 <br />_ I/2" 95.6 <br />_3/e" 93.5 <br />_ 4 BG.S <br /> <br />_ Ip 99.0 <br />20 73.6 <br /> <br />_40 67.2 <br />_ l00 S3~ /o <br />200 ;~3.;~.......... <br />_..0200 L9. G <br />_.005 L/.S <br />SPECIFIC GRAVITY <br />UNIFIED CLASSIFICATION CSC <br /> <br />LIQU10 LIMIT 2G•~ I <br />PLASTIC LIMIT /`F• 3 <br />PLASTICITY INDEX /Z- ¢ <br />O 5 10 15 20 25 <br />MOISTURE - % ORY WEIGHT Ala <br />Construction COLORADO SPRINGS <br />MOISTURE -DENSITY RELATION ('~atertals _ <br />(jOnsultdnt5 COLORADO <br />