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D47E <br />ARMSTRONG ENGINEERS AND ASSOCIATES <br />Job 781726 SOIL COMPACTION TEST GRAPH 5-24-78 <br />ECT <br />GE7C-Colorado RESULTB <br />NIIINUN DRT UNIT WEIGHT <br />V4TION NUMBER 54MPLE I4,N BER <br />~~1 118.9 <br />RKS (UU r~r~rr• •1 der If mor• rpoc• i• nu d~Q OPTIYLN MOISTURE (WO Hr) CONTENT <br />AS~I D698-70 Method A 12.5 <br />r ~o((~posite SaDQle lln q~~ol ~baz>f~er7t Tan Silty Glay w/line sands <br />a <br />• 120 <br />s <br />0 <br />* 115 <br />Z <br />110 <br />MOISTURE (Waf •r 7 CCNTEN7 W ( u rwnl of dr •N wtf 7 <br />T ECNNICI4N(Slpnalurr7 PLOTTED BY(Si9nofor~) CHECKED BY (Sip nal urr) <br />G. Gard7mio S. Rice E.A.A. <br />GEX-Colorado <br />CaD7eo Colorado <br />Figure ~,E4 <br />