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RELATIVE COMPACTION TEST RESULTS <br /> PROJECT: Western Fuels'Ponds PROJECT NO:M071171VT DATE: Tkursday,OeU18l07 <br /> SITE LOCATION:Nadi ENGINEERING TECIINICIAN:Sanborn Page2of2 <br /> CLIENT: Williams Construction NUCLEAR GAUGE USED:16 <br /> ee-1>-t- LABORATORY O7TMUM <br /> e-t- DEPTH OR PROBE PROCTOR MOISTURE DRY MOLS'111RE RELATIVE SOILTYPE <br /> TEST TEST LOCATION ELEVATION DEPTH DENSITY L'ONTEYT K14SITY CONTENT COMPACTION <br /> �3 27 North side pipe]Oft.from Min Above 8 1173 13.0 98.9 123 84 Sandy Clay,Broom <br /> b N outlet Pipe <br /> U�Q `�-r 28 South side pipe 15 R from Top Pipe 8 117.5 13.0 100.5 13.5 86 " <br /> N N outlet <br /> O 29 North side pipe 20 ft from 8 I 117.5 13.0 102.5 11.9 87 " <br /> W outlet <br /> W 30 South side pipe 20 ft.from 10 in.Above 8 117.5 13.0 1032 12.2 88 " <br /> outlet Pipe <br /> N 31 North side pipe 10 ft.from 8 117.5 13.0 98.9 12.9 84 " <br /> outlet <br /> 32 Center pipe 25 fL from outlet Broom 8 117.5 13.0 106.5 11.8 91 " <br /> Embankment <br /> Level <br /> 33 Center pipe 20 ft.from inlet 8 117.5 13.0 108.7 123 93 " <br /> 34 30 ft.from northwest end Top 12 in.1" 8 117.5 13.0 108.4 17.9 92 <br /> embankment Lift <br /> Embankment " <br /> 35 120 ft.from northwest end 8 117.5 13.0 105.8 18.1 90 <br /> C embankment <br /> 36 Outside edge,center outlet Top 2a°12 in. 8 117.5 13.0 108.2 18.0 92 <br /> CD C pipeembankmcnt Lift <br /> 37 020 plus 100 ft.inside edge Top 2° 12 in. 8 117.5 13.0 102.8 19.5 87 " <br /> O embankment Lift <br /> Z REMARKS:The test results indicate only the density and moisture content for the location and elevation tested only. <br /> JL <br /> O � <br /> y �Gi i GI�LI.µ PROJECT NUMBER[M07117MT <br /> � N <br /> i O <br /> `O N <br /> `O O <br />