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C <br />Project Name: &CWe-d-4 i'1 GZ15jL4M <br />Project No: O ;2- 16 0-5-, O6 <br />Review by: <br />VE��R <br />NGINEERINC�INC. <br />Test Date <br />8 -Sep -05 <br />Test Location <br />Test No. Northing Easting Elevation <br />or or or <br />Grid No. Grid No. Lift No. <br />76 W. sloe <br />Soil Information <br />Sample DD,. Optimum <br />No (per Moisture <br />%a/, <br />CL -1 116.6 16.1 <br />Field Testin <br />Wet Moisture <br />Density Content <br />123.8 15.4 <br />Information <br />Dry <br />Density <br />107.3 <br />% <br />Comp <br />92.0 <br />Specification <br />% Moisture <br />Comp Content <br />90 -2 to +2 <br />PIF Remarks/retest <br />P <br />8 -Sep -05 <br />77 W. slope <br />CL -1 <br />116.6 <br />16.1 <br />121.1 <br />14.4 <br />105.91 <br />90.8 <br />90 -2 to +2 <br />1 P <br />.-.....8-Sep-05 <br />78 W. sloe <br />CL -1 <br />116.6 <br />16.1 <br />122.5 <br />15.0 <br />106.51 <br />91.3 <br />90 -2 to +2 <br />P <br />8 -Sep -05 <br />79 W. slope <br />CL -1 <br />116.6 <br />16.1 <br />125.2 <br />15.4 <br />108.51 <br />93.1 <br />90 -2 to +2 <br />P <br />8 -Sep -05 <br />80 W. sloe <br />CL -1 <br />116.6 <br />16.1 <br />125.6 <br />15.9 <br />108.4 <br />93.0 <br />90 -2 to +2 <br />P SC -8 <br />8 -Se 05 <br />81 W. slope <br />CL -1 <br />116.61 <br />16.1 <br />128.7 <br />16.7 <br />110.3 <br />94.6 <br />90 -2 to +2 <br />P <br />8 -Sep -05 <br />82 W. sloe <br />CL -1 <br />116.6 <br />16.1 <br />128.1 <br />17.0 <br />109.5 <br />93.9 <br />90 -2 to +2 <br />P <br />8 -Sep -05 <br />83 W. slope <br />CL -1 <br />116.6 <br />16.1 <br />128.3 <br />16.4 <br />110.2 <br />94.5 <br />90 -2 to +2 <br />P <br />8 -Sep -05 <br />84 W. slope <br />ICLA <br />116.6 <br />16.1 <br />124.8 <br />15.2 <br />108.3 <br />92.9 <br />90 -2 to +2 <br />P <br />8 -Sep -05 <br />85 W. sloe <br />CL -1 <br />116.6 <br />16.1 <br />121.6 <br />14.3 <br />106.4 <br />91.3 <br />90 -2 to +2 <br />P <br />8 -Sep -05 <br />86 W. sloe <br />CL -1 <br />116.6 <br />16.1 <br />125.6 <br />15.8 <br />108.5 <br />93.1 <br />90 -2 to +2 <br />P <br />9 -Sep -05 <br />87 W. slope <br />CL -1 <br />116.6 <br />16.1 <br />127.6 <br />16.7 <br />109.3 <br />93.7 <br />901-2 to +2 <br />P <br />9 -Sep -05 <br />88 W. sloe <br />CL -1 <br />116.6 <br />16.1 <br />125.9 <br />17.2 <br />107.4 <br />92.1 <br />901-2 to +2 <br />P <br />9 -Sep -05 <br />89 W. slope <br />CL -1 <br />116.6 <br />16.1 <br />128.2 <br />16.3 <br />110.2 <br />94.5 <br />901-2 to +2 <br />P <br />9 -Sep -05 <br />90 W. sloe <br />CL -1 <br />116.6 <br />16.1 <br />129.6 <br />16.3 <br />111.4 <br />95.5 <br />90 -2 to +2 <br />P SC -9 <br />9 -Sep -05 <br />91 W. sloe <br />CL -1 <br />116.6 <br />16.1 <br />128.6 <br />17.4 <br />109.5 <br />93.9 <br />90 -2 to +2 <br />P <br />9 -Sep -05 <br />92 W. slope <br />CL -1 <br />116.6 <br />16.1 <br />130.3 <br />16.2 <br />112.1 <br />96.1 <br />90 -2 to +2 <br />P <br />9 -Sep -05 <br />93 W. slope <br />CL -1 <br />116.6 <br />16.1 <br />129.1 <br />16.9 <br />110.4 <br />94.7 <br />90 -2 to +2 <br />P <br />9 -Sep -05 <br />94 W. sloeCL-1 <br />116.6 <br />16.1 <br />123.1 <br />14.6 <br />107.4 <br />92.1 <br />90 -2 to +2 <br />P <br />9 -Sep -05 <br />95 W. slope <br />CL -1 <br />116.6 <br />16.1 <br />128.0 <br />17.81 <br />108.7 <br />93.2 <br />901-2 to +2 <br />P <br />9 -Sep -05 <br />96 W. slope <br />CL -1 <br />116.6 <br />16.1 <br />128.2 <br />17.31 <br />109.3 <br />93.7 <br />90 -2 to +2 <br />P <br />9 -Sep -05 <br />97.W. slope <br />CL -1 <br />116.6 <br />16.1 <br />127.0 <br />17.2 <br />108.4 <br />93.0 <br />90 -2 to +2 <br />P <br />9 -Sep -05 <br />981W. slope <br />CL -1 <br />116.6 <br />16.1 <br />128.1 <br />16.0 <br />110.4 <br />94.7 <br />90 -2 to +2 <br />P <br />9 -Sep -05 <br />991W. slope <br />CL -1 <br />116.6 <br />16.1 <br />131.4 <br />16.1 <br />113.2 <br />97.1 <br />90 -2 to +2 <br />P <br />9 -Sep -05 <br />1001W. slope:_CL-1 <br />116.6 <br />16.1 <br />130.5 <br />16.3 <br />112.2 <br />96.2 <br />90,-2 to +2 <br />1 P <br />4/23/03, Rev. 0 <br />Page Ll of - <br />