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RELATIVE COMPACTION TEST RESULTS <br /> PROJECT:Western Fueh'PDads PROJECT NO:M07117MT DATE:Wednesday,Oet/17/07 <br /> SITE LOCATION:Noda ENGINEERING TECHNICIAN: Sanborn Page 1 of 2 <br /> CLIENT: Williams Construction NUCLEAR GAUGE USED:16 <br /> LABORATORY Orr1MUM <br /> DEPTH OR PROBE PROCTOR MOISTURE DRY MOISTURE RELATIVE SOILTYPE <br /> TEST TEST LOCATION ELEVATION DEPTH DENSITY CO.WENT DENSITY CONTM COMPACTION <br /> No __ _ rc x PC 1% x <br /> 1 150 ft.fran east end, Bonom 8 117.5 13.0 106.1 20.3 90 Sandy Clay,Brown <br /> x3 embankment keyway <br /> n 2 250 ft.from east end, 8 117.5 13.0 105.4 183 90 <br /> j embankment keyway <br /> 3 150 ft.from east end, Top of 12 in. 6 117.5 13.0 104.7 10.1 89 " <br /> UQ N embankment keyway Plus Lift <br /> CD <br /> J O y 4 250 ft.from east end, 18 m.Above 6 117.5 13.0 102.7 10.0 87 " <br /> embankment keyway Bottom <br /> W <br /> 5 100 ft.from cut end, Top of New 6 117.5 13.0 105.7 9.7 90 " <br /> embankment keyway 18 in.plus <br /> W lift <br /> N 6 200 ft.from east end, 36 in.Above 6 117.5 13.0 102.9 10.4 87 " <br /> embankment keyway Bottom <br /> 7 Canter,primary spillway 8 117.5 13.0 103.1 21.3 88 <br /> 8 Key at 12 ft.south of pipe Ground 8 117.5 13.0 103.8 16.4 88 " <br /> 9 15 ft.west of primary spill Top Primary 8 117.5 13.0 1073 16.0 91 " <br /> north of pipe Barrel <br /> 10 15 ft west of primary south 8 117.5 13.0 106.5 19.0 91CD <br /> " <br /> C of pipe <br /> REMARKS:The test results indicate only the density and moisture content for the location and elevation tested only. <br /> CD <br /> PROJECT NUMBER:M67117MT <br /> y� <br /> i O <br /> `O N <br /> `O O <br />