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125 <br />122.5 <br />120 <br />117.5 <br />115 <br />112 5 <br />COMPACTION TEST REPORT <br />H I <br />- - 1 - �- <br />H — + <br />T ! 4 <br />H <br />1 — <br />r - 1 - 1 1 <br />1°/ 12 <br />I H <br />L <br />7 -r <br />I � <br />I � <br />T <br /># -I <br />1 1 I ' r _ T _- -, L- - <br />1 1 1- ' - T <br />L 1 1 �'I <br />L - - <br />1 — r L <br />- - -- r I I 1 I � — — - — I 1 <br />L 1 - LL1 - I I r <br />I-k L 1- 1 L T <br />1 7 — I : 7 <br />i I I <br />—1 I -II <br />I I 7 <br />I „ I I I I <br />5 <br />Test specification: ASTM D 698 -07 Method C Standard <br />7 9 11 13 15 17 <br />Water content, <br />ZAV for <br />Sp.G. = <br />2.68 <br />Elev/ <br />Depth <br />Invert <br />Classification <br />USCS <br />GW -GM <br />AASHTO <br />A -1 -a <br />Nat. <br />Moist. <br />7.4 <br />Sp.G. <br />2.5 <br />LL <br />NP <br />PI <br />NP <br />3/4 in. <br />0.0 <br />% < <br />No.200 <br />7.9 <br />TEST RESULTS <br />Maximum dry density = 122.6 pcf <br />Optimum moisture = 11.9 % <br />Project No. 84201125E0.AQltlent: CC &V Gold Mining Company <br />Project: Process Solution Enhancement System <br />Remarks: <br />Englewood CO -_ Figure P- PBM -1 -R <br />Loc.: 200' W of E end of pipe Depth: Invert Sample No.: P- PBM -1 -R <br />AMEC Earth & Environmental, Inc. <br />MATERIAL DESCRIPTION <br />Brown well - graded gravel with silt and sand <br />Tested By: SY <br />Checked By: JDH <br />