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• <br />• <br />• <br />135 <br />130 I-~ ~ --~ ~-- <br />125 <br />~I <br />CURVE NUMBER 1 <br />MAXIMUM DRV DENSITY <br />97.5 PCF <br />OPTIMUM MOISTURE CONTENT <br />9 •5 '6 DRV WEIGHT <br />120 - - ~-- - ~ --.. .. --- <br />115 `~ <br />0---~ - ~ ~-- - -----~ _.._--- <br />v <br />L <br />O <br />~N <br />Nq <br />T~ <br />110 -.__--__--_- _---.. __ _ ~ -.- . _-_.__ ._.__ ._-- _ <br />~'a <br />yL <br />\~ <br />f <br />O <br />105 _--___ - ___.. _-_- . __-. _. _. _ _ _ - __ ...-.__-__-__. <br />100 _.- ____-_--___-_. _ --__ -.-. -.- -_-______ <br />_ I. <br />i I <br />W ~ ~ <br />U <br />d .. I <br />1 95 I - ---- -~-~ ------~ <br />I <br />H I i <br />W .. ~ i I i <br />o i - i . <br />0 90 - - - I .. ~ - <br />0 5 10 75 20 25 30 <br />MOISTURE CONTENT% <br />Sample Description COAL WASTE MATERIAL LI9UIDLIMR <br />PLASTICITY INDEX <br />Location NEW ELK MINE , WESTON, COLORADO GRAVEL <br />SAND <br />CompactionTesiProcedure ASTM D 698-91 SILT ANDCLAV <br />METHOD 'C' <br />JOB NO. 22,905 Compaction <br />Test Results <br />J <br />35 <br />u <br />o~ <br />`b <br />