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Project Name: CL, F w.1� cs'czr� <br />Project No: 0 2-1b cJ�F, <br />Review by: <br />VECPOR <br />NGINEER�VG� INC. <br />Test Date <br />16 -Sep -05 <br />Test Location <br />Test No. Northing Easting Elevation <br />or or or <br />Grid No. Grid No. Lift No. <br />251 N. sloe <br />Soil Information <br />Sample DD max Optimum <br />No (pco Moisture <br />% <br />CL -4 116.0 14.8 <br />Field Testing <br />Wet Moisture <br />Density Content <br />c <br />122.8 13.3 <br />Information <br />Dry <br />Density <br />108.4 <br />% <br />Comp <br />93.4 <br />Specification <br />% Moisture <br />Comp Content <br />90 -2 to +2 <br />PIF Remarks/retest <br />P SC -25 <br />16 -Sep -051 <br />252 N. slope <br />CL -4 <br />116.0 <br />14.8 <br />125.3 <br />14.6 <br />109.3 <br />94.2 <br />90 -2 to +2 <br />P <br />16 -Sep -05 <br />253 N. slope <br />CL -4 <br />116.01 <br />14.8 <br />123.9 <br />15.5 <br />107.31 <br />92.5 <br />901-2 to +2 <br />P <br />16 -Sep -05 <br />254 N. sloe <br />CL -4 <br />116.0 <br />14.8 <br />122.4 <br />14.8 <br />106.6 <br />91.9 <br />90 -2 to +2 <br />P <br />16 -Sep -05 <br />255 N. slope <br />CL -4 <br />116.0 <br />14.8 <br />124.8 <br />16.3 <br />107.3 <br />92.5 <br />90 -2 to +2 <br />P <br />16 -Sep -05 <br />256 N. sloe <br />CL -4 <br />116.0 <br />14.8 <br />124.0 <br />15.7 <br />107.2 <br />92.4 <br />90 -2 to +2 <br />P <br />16 -Sep -05 <br />257 N. sloe <br />CL4 <br />116.0 <br />14.8 <br />122.2 <br />15.1 <br />106.2 <br />91.6 <br />90 -2 to +2 <br />P <br />16 -Sep -05 <br />258 N. sloe I <br />CL -4 <br />116.0 <br />14.8 <br />126.2 <br />15.9 <br />108.9 <br />93.9 <br />90 -2 to +2 <br />P <br />16 -Sep -05 <br />259 N. sloe <br />CL4 <br />116.0 <br />14.8 <br />125.4 <br />14.3 <br />109.7 <br />94.6 <br />901-2 to +2 <br />P <br />16 -Sep -05 <br />260 N. sloe <br />CL -4 <br />116.0 <br />14.8 <br />125.6 <br />14.9 <br />109.3 <br />94.2 <br />90 -2 to +2 <br />P <br />16 -Sep -05 <br />261 N. sloe <br />CL -4 <br />116.0 <br />14.8 <br />125.1 <br />16.3 <br />107.6 <br />92.8 <br />90 -2 to +2 <br />P <br />16 -Sep -05 <br />262 N. slope <br />CL -4 <br />116.0 <br />14.8 <br />124.4 <br />15.8 <br />107.4 <br />92.6 <br />90 -2 to +2 <br />P <br />16 -Sep -05 <br />263 N. sloe <br />CL4 <br />116.0 <br />14.8 <br />122.0 <br />13.3 <br />107.7 <br />92.8 <br />90 -2 to +2 <br />P SC -26 <br />16 -Sep -05 <br />264 N. sloe <br />CL -4 <br />116.0 <br />14.8 <br />123.21 <br />13.2 <br />108.8 <br />93.8 <br />90 -2 to +2 <br />P <br />16 -Sep -05 <br />265 N. sloe <br />CL4 <br />116.0 <br />14.8 <br />123.7 <br />13.1 <br />109.4 <br />94.3 <br />901-2 to +2 <br />P <br />16 -Sep -05 <br />266 N. slope <br />CL -4 <br />116.0 <br />14.8 <br />125.5 <br />14.9 <br />109.2 <br />94.1 <br />90 -2 to +2 <br />P <br />16 -Sep -05 <br />267 N. slope <br />CL -4 <br />116.0 <br />14.8 <br />126.5 <br />15.4 <br />109.6 <br />94.5 <br />90 -2 to +2 <br />P <br />16 -Sep -05 <br />268 N. slope <br />CL -4 <br />116.0 <br />14.8 <br />124.4 <br />15.9 <br />107.3 <br />92.5 <br />90 -2 to +2 <br />P <br />16 -Sep -05 <br />269 N. slope <br />CL -4 <br />116.0 <br />14.8 <br />125.1 <br />16.3 <br />107.6 <br />92.8 <br />90 -2 to +2 <br />P <br />16 -Sep -05 <br />270 N. slope <br />CL -4 <br />116.0 <br />14.8 <br />125.5 <br />14.6 <br />109.5 <br />94.4 <br />90 -2 to +2 <br />P <br />16 -Sep -05 <br />271 N. slope <br />CL4 <br />116.0 <br />14.8 <br />126.8 <br />15.8 <br />109.5 <br />94.4 <br />901-2 to +2 <br />P <br />16 -Se 05 <br />272 N. slope <br />CL -4 <br />116.0 <br />14.8 <br />123.5 <br />13.2 <br />109.1 <br />94.1 <br />90 -2 to +2 <br />P <br />16 -Sep -051 <br />273 N. sloe <br />CL -4 <br />116.0 <br />14.8 <br />126.0 <br />15.8 <br />108.8 <br />93.8 <br />90 -2 to +2 <br />P <br />16 -Sep -051 <br />2741N. slope <br />CL4 <br />116.01 <br />14.81 <br />124.0 <br />16.31 <br />106.691.9 <br />90 -2 to +2 <br />P <br />16 -Se 05 <br />275 N. slope <br />CL -4 <br />116.01 <br />106.2 <br />91.6 <br />90 -2 to +2 <br />P <br />4/23/03, Rev. 0 Page % f of <br />