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RELATIVE COMPACTION TEST RESULTS <br /> PROJECT: Western Fuels'Ponds PROJECT NO:M07117MT DATE: Thursday,Nov11107 <br /> Page 2 0[2 <br /> SITE LOCATION:Nucla ENGINEERING TECHNICIAN: Sanborn <br /> CLIENT: Williams Coastruction NUCLEAR GAUGE USED:16 <br /> LAROPATORY <br /> OPTIMUM <br /> DEPTH OR PROBE PROCTOR MOISTURE DRY MOISTURE RELATIVE_ SOIL TYPE <br /> n TEST TEST LOCATION ELEVA71ON DE►YH DENSITY CONTENT DENSITY CONTENT COMPACTION <br /> e NO l PC <br /> It 52 175 ft.west of centerline 48 in.Above 8 127.0 103 115.8 12.1 91 Clay,Sand,Gravelly <br /> b Native Soil with Sandstone <br /> #13 <br /> CD N <br /> N p 53 Southwest end of dam, Top of Dam 8 117.5 13.0 118.9 11.2 100 Sandy Clay,Brown <br /> outside edge,at tie in to hill <br /> t <br /> W 54 100 ft.northeast along dam, 8 117.5 13.0 122.7 10.6 too " <br /> outside edge,from test#53 <br /> W 55 200 ft.northeast along dam, 8 117.5 13.0 114.3 9.9 97 " <br /> N 1 middle,from test#53 <br /> 56 300 ft.northeast along dam, " 8 117.5 13.0 119.1 10.8 100 <br /> i <br /> outside edge,from test#53 <br /> 7 57 410 fL northeast along dam, 8 117.5 13.0 109.8 9.0 93 " <br /> from test#53,centerline <br /> overflow pipe,inside edge <br /> C <br /> CD <br /> C REMARKS: The test results indicate only the density and moisture content for the location and elevation tested only. <br /> o <br /> PROJECT NUMBER:M07117i114T <br /> y� <br /> i O <br /> `O N <br /> `O O <br />