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.......... I . ....... ..... .. .................. ................. .. .......... ......... .. .... . ... . . . . ........ <br />I luddlesion-Berry En.gineering & 'Festing, LLC-DENSITY RELATIONSHIP <br />MOISTURE <br />640 WAvenue, venue, Unit 13 <br />Grand Junction, 0) 31501 <br />970.255-8005 <br />970.255-6818 <br />CLIENT Bowie Resources, LLC PROJECT NAME Bowie Mine #2 <br />PROJECT NUMBER 00489-0003 PROJECT LOCATION Pagnia, CO <br />150 <br />A I <br />Sample Date: <br />-XA <br />Sample No.: 14-0680 <br />145--- <br />Source of Material: Top of Gob #2 <br />Description of Material: <br />140 <br />Test Method: ASTM D698A <br />135 <br />— --- - - ---- -------- -- ---- ......... <br />N <br />----. <br />RESULTS <br />_�11 IN Maximum Dry Density 92.0 PCF <br />130 <br />Optimum Water Content 13.5 % <br />----- - . .. . .... <br />N GRADATION RESULTS (% PASSING) <br />A <br />125 <br />— -------- ----- -- -------- ------ <br />-------- #200 #4 3/4" <br />CL 120--- <br />- --- -- ----- -- -- <br />---- -- ----- - -------- --- <br />(0 <br />1 ATTERBERG LIMITS <br />z <br />W <br />ca <br />115 <br />L L P L P I <br />Q <br />Curves of 100% Saturation <br />110 <br />— — <br />— — <br />for Specific Gravity Equal to: <br />2.80 <br />. .. .... 230 <br />105 <br />--- <br />--------- <br />2.60 <br />100— <br />N\_ <br />- - - ------ ------ <br />95 <br />90--- <br />-- -------- <br />------ <br />- <br />85 <br />0 5 10 15 20 25 36 35 <br />WATER CONTENT, % <br />