Laserfiche WebLink
<br />I 1 <br />~~ <br /> <br />COMPACTION TEST REPORT <br />117 <br /> <br /> <br /> <br /> <br />112 <br /> <br /> <br /> <br /> <br />107 <br />n <br />>; <br />w <br />c <br />m <br />.o <br />O <br />102 <br /> <br /> <br /> <br /> <br />97 <br /> <br /> ZAV f <br /> or <br />Sp.G. _ <br />92 2.6 <br />4 9 14 19 24 29 34 <br />Water content, <br />Test specification: ASTM D 698-OOa Method C Standard <br />Oversize correction a lied to each oint <br />Elev/ Classification Nat. % > % < <br />Depth USCS AASHTO Molst. Sp.G. LL PI 3l41n. No.200 <br />12.0' CL 2.5 45 24 18.6 47.0 <br />ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br />Maximum dry density = 111.4 pcf <br />Optimum moisture = 15.6 % 104.5 pcf <br />17.6 Brown Sandy lean clay with grave( <br />Project No. 1125 Client: Cripple Creek and Victor Gold Mining Company <br />Project: Valley Leach Facility- Phase 5 Geotechnical Engineering <br /> <br />~ Location: SWTP-99 Remarks: <br />Tested by BN <br />Checked by RS <br />COMPACTION TEST REPORT <br />Smith Williams Consultants <br />Sample Number 7-125-16 <br />