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Sample Origin Sink Creek, side of hill <br />Material Description Silry clay and sand with gravel <br />Soil Type SC-SM <br />170 <br />Test ey LS <br />Test Date 2-8-01 <br />Sample # 1 <br /> <br />160 <br />150 <br />140 <br />.~ <br />130 <br />z <br />w <br />0 <br />a <br />O 120 <br />110 <br />,~ <br />TEST RESULTS <br />MAXIMUM DENSITY: 126.5 pcf <br />OPTIMUM MOISTURE: 11.5°h <br />ROCK CORRECTION: <br />MAXIMUM DENSITY: <br />OPTIMUM MOISTURE: <br />TEST METHOD: ASTM D-1557 C <br />PREP. METHOD: MOIST <br />_._.. HAMMER: MANUAL <br />FRACTION USED: 3l4' <br />MOLD SIZE: 6"diameter <br />I Specific Gravity: <br />Liquid Limit: <br />_ _ __ ~ Plastic Limit: <br />Plasilicity Index: <br />_._ ~; <br />Zero Air Voids <br />s 2.50 <br />-, - _a <br />eo' <br />0 <br />5 10 15 20 25 30 <br />MOISTURE - % of DRY WEIGHT <br />~- ~: - <br />GRAND JUNCTION <br />- LINCOLN - DeVORE, Inc. <br />Geotechnical Consultants <br />Grand Junction, Colorado <br />,,._ . :, . <br />Sieve j!i <br />Percent <br />Size y~ Passing <br />5„ i. <br />3" ilk, <br />21/2" Ali <br />2" ~;~ <br />1 ''/z' i!i <br />1^ ;;~ <br />3/4" iC 100 <br />1/2" ;j~ 92 <br />3l8" 'f 86 <br />4 "~~ 77 <br />10 %i- 68 <br />20 ~~ 61 <br />40 46 <br />100 ~~~ 17 <br />~, 200 !~' <br />~ 12.0 <br />0.02 'i <br />,, <br />0.005 l;i <br />_.. ----_. .m.. ......... <br />s 2.70 <br />I~._. - J <br />Sink Creek <br />Clifton, CO <br />Rinderele Construction <br />Clifton, CO <br />Job No. Drawn <br />xxaGS-(:.f I3W <br />Date <br />?-9-111 <br />