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~ .. • ') • <br />PROJECT New Settlement Pond near KFEL Tower TEST N°• 7~~09-P <br />CLIENT Valco #5 DATE 1-23-90 <br />AMPLE LOCATION Site TEST BY JA <br />SOIL TYPE Silt <br /> SIEVE SIZE % PASSING <br /> TYPE TEST ASTM D=698 <br /> <br /> 7 <br />MAX <br />DRY DENSITY 108 <br />f <br />160 . <br />. <br />pc _ I I/2 ~~ <br /> 17 <br />5 <br />~~ <br />I <br /> % <br />. <br />OPTIMUM MOISTURE _ <br />~~ <br /> 3/4 <br /> FRACTION USED -3/4 - I/2" <br /> 3/g" 100.0 <br /> 0331 - <br />150 . <br />MOLD SIZE cu. ft. q q9 <br />9 <br /> . <br />_ <br /> 10 99.6 <br /> _ <br /> 20 99.0 <br /> <br /> q0 <br />97 . 7 <br /> _ <br />__ <br /> 5 <br />100 91 <br /> . <br />- <br />140 4 <br />200 7A <br /> _ <br />_ <br /> 0200 <br /> -. <br /> -.005 <br />130 SPECIFIC GRAVITY <br />• UNIFIED CLASSIFICATION ML <br />LIQUID LIMIT NV <br />PLASTIC LIMIT NV <br />w <br />~ PLASTICITY INDEX NP <br />~ 120 <br />a <br />} <br />F <br />N <br />2 <br />wo I10 <br />o: <br />0 <br />I00 <br />90 °s2\ <br />0 5 10 15 20 25 ~s2 so <br />MOISTURE - % DRY WEIGHT AIR VOIDS `~ <br />LINCOLN COLORADO: COLORADO SPRINGS <br />MOISTURE -DENSITY RELATION L' DeVORE GRAND JUNCTION , PuEeLO , <br />ENGINEERS <br />GEOLOGISTS <br />