Laserfiche WebLink
COMPACTION TEST REPORT <br />130 <br />125 <br />10.6 %, 118.8 pcf <br />10.0 %, 120.8 pcf <br />120 <br />U <br />Q <br />C <br />115 <br />ZAV for <br />Sp.G. _ <br />110 <br />2.60 <br />105 <br />2.5 5 7.5 10 12.5 15 17.5 <br />Water content, % <br />• - Rock Corrected - Uncorrected <br />Test specification: ASTM D 698 -07 Method C Standard <br />ASTM D 4718 -87 Oversize Corr. Applied to Each Test Point <br />Elev/ <br />Classification <br />Nat. <br />% > <br />% < <br />Sp.G. <br />LL <br />PI <br />USCS <br />AASHTO <br />Depth <br />Moist. <br />3/4 in. <br />No.200 <br />1 <br />GP -GM <br />A -1 -a <br />7.1 <br />2.5 <br />NP <br />NP <br />9.6 <br />8.6 <br />ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br />Maximum dry density = 120.8 pcf 118.8 pcf Brown poorly graded gravel with silt and sand <br />Optimum moisture = 10.0 % 10.6% <br />Project No. 84201125EO Client: Cripple Creek & Victor Gold Mining Company Remarks: <br />Project: CC &V CQA Phase 5 <br />Loc.: SW corner of NE area Depth: F Sample No.: LOBBF -I -R <br />AMEC Earth & Environmental, Inc. <br />Englewood, CO Figure LOBBF -1 -R <br />Tested By: AW /CT Checked By: JDH <br />