Laserfiche WebLink
RELATIVE COMPACTION TEST RESULTS <br /> PROJECT: Western Fuels'Ponds PROJECT NO:M07117MT DATE: Thursday,Oct/I&V7 <br /> SITE LOCATION: Nucla ENGINEERING TECEMCIAN: Sanborn Pare I of 2 <br /> CLIENT: Williams Construction NUCLEAR GAUGE USED:16 <br /> e� LABORATORY OPTIMUM <br /> DEPTH OR PROBE PROCTOR MOISTURE DRY MOISTURE RELATIVE SOILTYPE <br /> TEST TEST LOCATION ELEVATION DEPTH DENSITY CONTENT DENSITY CONTENT COMPACTION <br /> � one NO IN PC % PC X % <br /> El �13 17 North side pipe 50 ft.west Grade 8 117.5 13.0 112.5 15.5 96 Sandy Clay,Brown <br /> b CD spillway <br /> U�Q 18 Center of pipe grade 10 ft. Below Pipe 8 117.5 13.0 90.8 34.7 77 " <br /> CD N west spillway <br /> 19 South side pipe 10 fi.from Lift 10 ft. 8 117.5 13.0 99.1 13.0 84 " <br /> W inlet Above <br /> W 20 North side pipe 10 ft.from Above 20 in. 8 117.5 13.0 103.4 12.0 88 " <br /> � inlet Lift <br /> W <br /> N 21 South side pipe 15 ft.from 8 117.5 13.0 104.9 12.2 89 " <br /> inlet <br /> 22 North side pipe 15 ft.from Above Top 8 117.5 I3.0 104.5 12.2 89 " <br /> inlet pipe <br /> 23 South side pipe 18 ft.from 8 117.5 13.0 101.2 11.8 86 <br /> inlet <br /> 24 North side pipe 15 ft.from 10 in.Above 8 117.5 13.0 105.1 13.7 89 " <br /> inlet Pipe <br /> 25 South side pipe IS ft from 8 117.5 13.0 103.2 11.0 88 <br /> CD <br /> C inlet <br /> 26 North side pipe 15 ft.from Mid Level 8 117.5 13.0 106.6 10.8 91 <br /> CD " <br /> C � outlet pipe <br /> • d REMARKS: The test results indicate only the density and moisture content for the location and elevation tested only. <br /> o � <br /> PROJECT NUMBER:M07117MT <br /> i O <br /> `O N <br /> `O O <br />