Laserfiche WebLink
COMPACTION TEST REPORT <br />125 <br />120 <br />U 115....U.UhlIn <br />c <br />cp <br />0 <br />110 <br />105 <br />100 <br />Sp.Gfor. <br />2.70 <br />14.2 °. 117.8 <br />■ <br />■I.il000 <br />111111 <br />JIUU•\II IIUilhUI•II■ <br />�O <br />=SIN <br />lUU lUUUUiiUUU1 <br />ILI <br />UU <br />ii uuuIuIIuIauIuua ul LN uIuIluI <br />12 13.5 15 16.5 18 19.5 21 <br />Water content, % <br />Rock Corrected o - Uncorrected <br />—a— <br />Test specification: ASTM D 1557 -07 Method A Modified <br />ASTM D 4718 -87 Oversize Corr. Applied to Each Test Point <br />Elev/ <br />Classification <br />Nat. <br />Moist. <br />Sp.G. <br />p <br />LL <br />PI <br />% > <br />#4 <br />% <br />No.200 <br />Depth <br />USCS <br />AASHTO <br />9767 <br />SC <br />A - 6(7) <br />11.7% <br />2.6 <br />40 <br />34 <br />18.1 <br />47.8 <br />ROCK CORRECTED TEST RESULTS <br />UNCORRECTED <br />MATERIAL DESCRIPTION <br />Maximum dry density = 117.8 pcf <br />Optimum moisture = 14.2 % <br />113.3 pcf <br />16.8 % <br />Brown clayey sand with gravel <br />Project No. 84201125E0 Client: Cripple Creek & Victor Gold Mining Company <br />Project: CC &V CQA Phase 5 <br />O Loc.: N 51635 E 38661 Depth: 9767 Sample No.: SLF -181 -R <br />Remarks: <br />AMEC Earth & Environmental, Inc. <br />Englewood, CO <br />Figure SLF -181 -R <br />• <br />• <br />• <br />Tested By: RL /MMC <br />Checked By: JDH <br />