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<br /> <br /> <br />1 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />1 <br /> <br /> <br /> <br /> <br />COMPACTION TEST REPORT I <br />113 I l l i I I I I I I I I I I I I I ! I I <br /> <br />- _I I <br />! I I I _~ <br />I ___ <br />I ^ I <br />~ I <br />I I I I <br />I I I <br />I I <br />I I I <br />I I <br />I I <br />I ~ <br />I I <br />I! <br /> I I I I I I I ' I I I __ <br />h ___ ~I I I <br /> <br />1'1 I II I I I I I II I II ___ I I <br /> I I I I ~ I I I I <br /> <br />I ~ , <br />I <br /> I I I __ II~ <br />~ I I I I I I <br /> I I I f i I ~ ._ I I I I <br />109 I I I I I I I I I <br /> I I I I I I I I I I I <br />a I I I I ~ I i <br /> I ___ L._. _ I I I <br />r I _ I I I <br />° 107 I I I _ _ I I <br /> I I I I <br />I I <br />! I <br />I <br />I <br />~ <br />~ <br />I I ~ <br />I I I <br /> I -- -- ~ - I I - - <br /> I I I I <br />1os I I I I I I I I I I I <br /> I I I 1 _ . I <br /> I I I I --- _... .. . I <br /> ZAV f <br /> - <br />_ <br />_ <br />I or <br />Sp.G. _ <br />103 I I I 3.50 <br />9 11 13 15 17 19 21 <br />Water content, <br />Test specification: ASTM D 7557-9I Procedure B Modified <br />EIeW Ctassifieatlon Nat. <br />S <br />G %~ %~ <br />Depth USCS AASHTO Moist. p. <br />. LL PI 3l81n. No.200 <br /> SM n-2.4(0) •• NP 14 20 <br />TEST RESULTS MATERIAL DESCRIPTION <br />Maximum dry density = 111.9 pef <br />Optimum moisture = 14.4 Silty sand with gavel <br />Project No. f00 129 Client: Kvazmer Metals <br />Project: American Soda Yankee Guleh Project, Rio Blanco County, Colorudo <br />Date: 2-22-2000 <br />• Location: FiIJ/Dackfill Remarks: <br />See Figure No. 4A for gradation. <br />GG ~~~ <br />/f. <br />~ <br />COMPACTION TEST REPORT <br />He worth-Pawlak Geotechnical, Inc. T <br />f'~~-s <br />~=al'~~ e`' 4 <br />~-~a,9 ,~ <br />