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C7 <br />Project Name:,,A5D rLua rc1 1-,rz-r2 dl,' ff®S e - <br />Project No: ®.2 1,6 ®.S D,6 <br />Review by: <br />VEC%R <br />NGINEERING INC. <br />Test Date <br />20 -Sep -05 <br />Test Location <br />Test No. Northing Easting Elevation <br />or or or <br />Grid No. Grid No. Lift No. <br />301 N. slope <br />Soil Information <br />Sample DD m,, Optimum <br />No (pco Moisture <br />% <br />CL -4 116.0 14.8 <br />Field Testing <br />Wet Moisture <br />Density Content <br />124.5 15.5 <br />Information <br />Dry <br />Density <br />107.8 <br />% <br />Comp <br />92.9 <br />Specification <br />% Moisture <br />Comp Content <br />90 -2 to +2 <br />PIF Remarks/retest <br />P <br />20 -Sep -05 <br />302 N. slope <br />CL -4 <br />116.0 <br />14.81 <br />126.8 <br />15.9 <br />109.4 <br />94.3 <br />90 -2 to +2 <br />P <br />--20-Sep-05 <br />303 N. sloe <br />CL -4 <br />116.0 <br />14.81 <br />126.2 <br />16.5 <br />108.31 <br />93.4 <br />90 -2 to +2 <br />P <br />20 -Sep -05 <br />304 N. sloe <br />CL -4 <br />116.0 <br />14.8 <br />128.8 <br />16.7 <br />110.4 <br />95.2 <br />90 -2 to +2 <br />P <br />20 -Sep -05 <br />305 N. sloe <br />CL -4 <br />116.0 <br />14.8 <br />128.1 <br />16.2 <br />110.2 <br />95.0 <br />90 -2 to +2 <br />P <br />20 -Sep -05 <br />306 N. sloe <br />CL -4 <br />116.0 <br />14.8 <br />125.0 <br />14.3 <br />109.4 <br />94.3 <br />901-2 to +2 <br />P <br />20 -Sep -05 <br />307 N. sloe <br />CL -4 <br />116.0 <br />14.8 <br />124.4 <br />13.9 <br />109.2 <br />94.1 <br />90 -2 to +2 <br />P SC -30 <br />20 -Sep -05 <br />308 N. slope <br />CL -4 <br />116.0 <br />14.8 <br />125.51 <br />13.6 <br />110.5 <br />95.3 <br />90 -2 to +2 <br />P <br />--.20-Sep-05 <br />309 N. slope <br />CL -4 <br />116.0 <br />14.8 <br />124.1 <br />14.4 <br />108.5 <br />93.5 <br />90 -2 to +2 <br />P <br />20 -Sep -05 <br />310 N. slope <br />CL -4 <br />116.0 <br />14.8 <br />125.4 <br />15.9 <br />108.2 <br />93.3 <br />90 -2 to +2 <br />P <br />21 -Sep -05 <br />311 N. sloe <br />CL -4 <br />116.0 <br />14.8 <br />124.4 <br />16.4 <br />106.9 <br />92.2 <br />90 -2 to +2 <br />P <br />21 -Sep -05 <br />312 N. sloe <br />CL -4 <br />116.0 <br />14.8 <br />128.6 <br />16.3 <br />110.6 <br />95.3 <br />901-2 to +2 <br />P <br />21 -Sep -05 <br />313 N. slope <br />CL -4 <br />116.0 <br />14.8 <br />129.1 <br />15.8 <br />111.5 <br />96.1 <br />90 -2 to +2 <br />P <br />21 -Se 05 <br />314 N. sloe <br />CL -4 <br />116.0 <br />14.8 <br />126.2 <br />14.9 <br />109.8 <br />94.7 <br />90 -2 to +2 <br />P <br />21 -Sep -05 <br />315 N. sloe <br />CL -4 <br />116.0 <br />14.8 <br />127.0 <br />15.9 <br />109.6 <br />94.5 <br />90 -2 to +2 <br />P SC -31 <br />21 -Sep -05 <br />316 N. slope <br />CL -4 <br />116.0 <br />14.8 <br />127.0 <br />15.2 <br />110.2 <br />95.0 <br />90 -2 to +2 <br />P <br />21 -Sep -05 <br />317 N. sloe <br />CL -4 <br />116.0 <br />14.8 <br />127.5 <br />14.8 <br />111.1 <br />95.8 <br />90 -2 to +2 <br />P <br />21 -Sep -05 <br />318 N. sloe <br />CL -4 <br />116.0 <br />14.8 <br />127.8 <br />16.8 <br />109.4 <br />94.3 <br />901-2 to +2 <br />P <br />21 -Sep -05 <br />319 N. slope <br />CL -4 <br />116.0 <br />14.8 <br />129.1 <br />16.7 <br />110.6 <br />95.3 <br />90 -2 to +2 <br />P <br />21 -Sep -05 <br />320 N. slope <br />CL -4 <br />116.0 <br />14.8 <br />126.5 <br />16.3 <br />108.8 <br />93.8 <br />90 -2 to +2 <br />P <br />21 -Sep -05 <br />321 N. sloe <br />CL -4 <br />116.0 <br />14.8 <br />130.0 <br />15.9 <br />112.2 <br />96.7 <br />90 -2 to +2 <br />P <br />21 -Sep -05 <br />322 N. slope <br />CL -4 <br />116.01 <br />14.8 <br />127.5 <br />15.5 <br />110.4 <br />95.2 <br />90 -2 to +2 <br />P <br />21 -Sep -05 <br />323 N. slope <br />CL -4 <br />116.0 <br />14.8 <br />127.21 <br />16.5 <br />109.2 <br />94.1 <br />90 -2 to +2 <br />P <br />21 -Sep -05 <br />--2T-Sep-05! <br />324 N. slope <br />CL -4 <br />116.0 <br />14.8 <br />128.8 <br />16.7 <br />110.4 <br />95.2 <br />901-2 to +2 <br />P <br />3251N. slope I <br />CL -4 <br />116.0 <br />14.8 <br />128.31 <br />15.51 <br />111.1 <br />95.8 <br />901-2 to +2 <br />P <br />4/23/03, Rev. 0 <br />Page L 2 <br />of � <br />