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Project Name: bCUQ �Q <br />Project No: O;P- / 6 0,5' 06 <br />Review by: <br />VECtR <br />NGINEERING INC. <br />Test Date <br />7 -Sep -05 <br />Test Location <br />Test No. Northing Easting Elevation <br />or or or <br />Grid No. Grid No. Lift No. <br />51 N. sloe <br />Soil Information <br />Sample DD max Optimum <br />No (pco Moisture <br />% <br />CL -1 116.6 16.1 <br />Field Testing <br />Wet Moisture <br />Density Content <br />a/o <br />120.8 14.2 <br />Information <br />Dry <br />Density <br />105.8 <br />% <br />Comp <br />90.7 <br />Specification <br />% Moisture <br />Comp Content <br />90 -2 to +2 <br />PIF Remarks/retest <br />P <br />7 -Sep -05 <br />52 N. slope <br />CL -1 <br />116.6 <br />16.1 <br />124.4 <br />15.4 <br />107.8 <br />92.5 <br />90 -2 to +2 <br />P <br />7 -Sep -05 <br />53 N. slope LCL <br />-1 <br />116.6 <br />16.1 <br />128.2 <br />17.4 <br />109.2 <br />93.7 <br />90 -2 to +2 <br />P <br />7 -Sep -05 <br />54 N. slope I <br />CL -1 <br />116.6 <br />16.1 <br />129.6 <br />16.4 <br />111.3 <br />95.5 <br />90 -2 to +2 <br />P <br />7 -Sep -05 <br />55 W. sloe <br />CL -1 <br />116.6 <br />16.1 <br />127.6 <br />17.8 <br />108.3 <br />92.9 <br />90 -2 to +2 <br />P <br />7 -Sep -05 <br />56 W. slo a <br />CL -1 <br />116.6 <br />16.1 <br />128.9 <br />16.9 <br />110.3 <br />94.6 <br />90 -2 to +2 <br />P <br />7 -Sep -05 <br />57 W. sloe <br />CL -1 <br />116.6 <br />16.1 <br />127.7 <br />18.0 <br />108.2 <br />92.8 <br />90 -2 to +2 <br />P <br />7 -Sep -05 <br />58 W. sloe <br />CL -1 <br />116.6 <br />16.1 <br />125.6 <br />16.8 <br />107.51 <br />92.2 <br />90 -2 to +2 <br />P SC -6 <br />8 -Sep -05 <br />59 W. sloe <br />CL -1 <br />116.6 <br />16.1 <br />128.2 <br />17.3 <br />109.3 <br />93.7 <br />90 -2 to +2 <br />P <br />8 -Sep -05 <br />60 W. slope <br />CL -1 <br />116.6 <br />16.1 <br />127.9 <br />16.5 <br />109.8 <br />94.2 <br />90 -2 to +2 <br />P <br />8 -Sep -05 <br />61 W. sloe <br />CL -1 <br />116.6 <br />16.1 <br />126.7 <br />16.9 <br />108.4 <br />93.0 <br />90 -2 to +2 <br />P <br />8 -Sep -05 <br />621W. sloe <br />CL -1 <br />116.6 <br />16.1 <br />121.9 <br />14.6 <br />106.4 <br />91.3 <br />901-2 to +2 <br />P <br />8 -Sep -05 <br />63 W. sloe <br />CL -1 <br />116.61 <br />16.1 <br />123.4 <br />15.3 <br />107.0 <br />91.8 <br />90 -2 to +2 <br />P <br />8 -Sep -05 <br />64 W. slope <br />CL -1 <br />_6L_ _1 <br />116.6 <br />16.1 <br />123.3 <br />15.8 <br />106.5 <br />91.3 <br />90-2 to +2 <br />P <br />8 -Sep -05 <br />65 W. slope <br />116.6 <br />16.1 <br />124.8 <br />15.9 <br />107.7 <br />92.4 <br />90 -2 to +2 <br />P <br />8 -Sep -05 <br />66 W. slope <br />CL -1 <br />116.6 <br />16.1 <br />127.8 <br />16.8 <br />109.4 <br />93.8 <br />90 -2 to +2 <br />P <br />8 -Se 05 <br />67 W. slope <br />CL -1 <br />116.6 <br />16.1 <br />129.4 <br />17.3 <br />110.3 <br />94.6 <br />90 -2 to +2 <br />P <br />8 -Sep -05 <br />681W. slope <br />CL -1 <br />116.6 <br />16.1 <br />129.6 <br />16.4 <br />111.3 <br />95.5 <br />901-2 to +2 <br />P <br />8 -Sep -05 <br />69 W. slope <br />CL -1 <br />116.6 <br />16.1 <br />130.0 <br />16.5 <br />111.6 <br />95.7 <br />901-2 to +2 <br />P <br />8 -Se 05 <br />70 W. slope <br />CL -1 <br />116.6 <br />16.1 <br />128.4 <br />16.4 <br />110.3 <br />94.6 <br />90 -2 to +2 <br />P <br />8 -Sep -05 <br />71 W. slope <br />CL -1 <br />116.6 <br />16.11 <br />128.9 <br />17.6 <br />109.6 <br />94.0 <br />90 -2 to +2 <br />P <br />8 -Sep -05 <br />72 W. sloe <br />CL -1 <br />116.6 <br />16.1 <br />127.9 <br />17.8 <br />108.6 <br />93.1 <br />90 -2 to +2 <br />P SC -7 <br />8 -Sep -05 <br />73 W. slope <br />CL -1 <br />116.6 <br />16.1 <br />128.0 <br />17.2 <br />109.2 <br />93.7 <br />90 -2 to +2 <br />P <br />8 -Se 05 <br />741W. slope <br />CL -1 <br />116.6 <br />16.1 <br />126.0 <br />17.3 <br />107.4 <br />92.1 <br />90-2 to +2 <br />P <br />8 -Sep -05 <br />751W. slope <br />CL -1 <br />116.6 <br />16.1 <br />127.0 <br />17.2 <br />108.4 <br />93.0 <br />901-2 to +2 <br />P <br />4/23/03, Rev. 0 Page 3 of ?--I <br />