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• <br />• <br />15 0 150 <br /> <br /> <br /> <br /> 140 <br />140 <br /> <br /> <br /> <br /> 130 <br />130 <br /> <br /> <br /> <br /> I20 <br />120 <br /> <br /> <br /> <br /> I10 <br />I10 <br /> <br />~ ~ <br />U <br />U <br />a °- <br /> loo <br />loo ~ <br />I <br />r f- <br />~ <br />N ~ <br /> a <br />90 0 <br />Q 90 <br /> <br />~ g <br />~ <br />~ ~ <br />Z <br />_ <br />~ <br />'f <br />80 <br />80 <br /> <br /> <br /> <br />70 70 <br />0 10 20 30 40 50 60 70 80 90 100 <br />RELATIVE DENSITY- PERCENT <br />SAMPLE DESCRIPTION SAND CLEAN LIGHT RRnWN <br />ZONE A EMBANKMENT DRAINAGE MATERIAL <br />SOURCE CRAIG SAND b GRAVEL: CRAIG. COLORADO _ <br />TEST PROCEDURE ~ ASTM D 2049-69 <br />• <br />RELATIVE DEPISITY TEST RESULTS <br />JOB N0. 6zo9 FIG.3 <br />