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Project Name: 1':-o <br />Project No: 02_160,5S.06 <br />Review by: <br />yE��R <br />ENGINEERING INC. <br />Test Date <br />29 -Aug -05 <br />Test Location Soil Information <br />Test No. Northing Easting Elevation Sample DD m� Optimum <br />or or or No (pcf) Moisture <br />Grid No. Grid No. Lift No. <br />1 W. slope CL -1 116.6 16.1 <br />Field Testing <br />Wet Moisture <br />Density Content <br />125.7 15.5 <br />Information <br />Dry <br />Density <br />108.8 <br />% <br />Comp <br />93.3 <br />Specification <br />% Moisture <br />Comp Content <br />90 -2 to +2 <br />PIF <br />P <br />Remarks/retest <br />29 -Aug -05 <br />2 W. slope <br />CL -1 <br />116.6 <br />16.1 <br />127.7 <br />17.1 <br />109.1 <br />93.6 <br />901-2 to +2 <br />P <br />--29-Aug-05 <br />3 W. slope <br />CL -1 <br />116.6 <br />16.1 <br />130.5 <br />17.2 <br />111.3 <br />95.5 <br />90 -2 to +2 <br />P <br />29 -Aug -05 <br />4 W. sloe <br />CL -1 <br />116.6 <br />16.1 <br />124.5 <br />15.2 <br />108.1 <br />92.7 <br />90 -2 to +2 <br />P <br />SC -1 <br />30 -Aug -05 <br />5 W. slope <br />CL -1 <br />116.6 <br />16.1 <br />129.6 <br />17.7 <br />110.1 <br />94.4 <br />90 -2 to +2 <br />P <br />30 -Aug -05 <br />6 W. sloe <br />CL -1 <br />116.6 <br />16.1 <br />127.6 <br />16.6 <br />109.4 <br />93.8 <br />90 -2 to +2 <br />P <br />30 -Aug -05 <br />7 W. sloe <br />CL -1 <br />116.61 <br />16.1 <br />128.8 <br />16.8 <br />110.31 <br />94.6 <br />901-2 to +2 <br />P <br />30 -Aug -05 <br />8 W. slope <br />CL -1 <br />116.6 <br />16.1 <br />124.4 <br />15.4 <br />107.81 <br />92.5 <br />901-2 to +2 <br />P <br />SC -2 <br />31 -Aug -05 <br />9 W. sloe <br />CLA <br />116.6 <br />16.1 <br />128.2 <br />15.2 <br />111.31 <br />95.5 <br />901-2 to +2 <br />P <br />31 -Aug -05 <br />10 W. slope <br />CLA <br />116.6 <br />16.1 <br />128.7 <br />15.9 <br />111.11 <br />95.3 <br />90 -2 to +2 <br />P <br />31 -Aug -05 <br />11 W. sloe <br />CLA <br />116.6 <br />16.1 <br />126.2 <br />14.9 <br />109.8 <br />94.2 <br />90 -2 to +2 <br />P <br />31 -Aug -051 <br />12 W. slope <br />CLA <br />116.6 <br />16.1 <br />128.5 <br />17.8 <br />109.1 <br />93.6 <br />90 -2 to +2 <br />P <br />1 -Sep -05 <br />13 W. sloe <br />CLA <br />116.6 <br />16.1 <br />128.7 <br />17.3 <br />109.7 <br />94.1 <br />90 -2 to +2 <br />P <br />1 -Se -05 <br />14 W. sloe <br />CL -1 <br />116.6 <br />16.1 <br />130.3 <br />17.91 <br />110.5 <br />94.8 <br />90 -2 to +2 <br />P <br />1 -Sep -05 <br />15 W. slope <br />CLA <br />116.6 <br />16.1 <br />126.9 <br />15.6 <br />109.81 <br />94.2 <br />90 -2 to +2 <br />P <br />1 -Sep -05 <br />16 W. sloe <br />CLA <br />116.6 <br />16.1 <br />125.1 <br />14.6 <br />109.21 <br />93.7 <br />90 -2 to +2 <br />P <br />.2 -Sep -05 <br />17 W. slope <br />CLA <br />116.6 <br />16.1 <br />128.0 <br />14.8 <br />111.5 <br />95.6 <br />90 -2 to +2 <br />P <br />SC -3 <br />2 -Sep -05 <br />18 W. sloe <br />CLA <br />116.6 <br />16.1 <br />127.5 <br />15.3 <br />110.6 <br />94.9 <br />90 -2 to +2 <br />P <br />2 -Sep -05 <br />19 W. slope <br />CLA <br />116.6 <br />16.1 <br />125.5 <br />15.7 <br />108.5 <br />93.1 <br />90 -2 to +2 <br />P <br />2 -Sep -05 <br />20 W. slope <br />CLA <br />116.6 <br />16.1 <br />126.3 <br />16.9 <br />108.0 <br />92.6 <br />90 -2 to +2 <br />P <br />6 -Sep -05 <br />21 W. slope <br />CLA <br />116.6 <br />16.1 <br />132.6 <br />17.7 <br />112.7 <br />96.7 <br />90 -2 to +2 <br />P <br />6 -Sep -05 <br />22 W. sloe <br />CLA <br />116.6 <br />16.1 <br />131.7 <br />17.9 <br />111.7 <br />95.8 <br />90 -2 to +2 <br />P <br />6 -Sep -05 <br />23 W. sloe <br />CLA <br />116.6 <br />16.1 <br />130.1 <br />18.1 <br />110.2 <br />94.5 <br />90 -2 to +2 <br />P <br />-.6-Sep-051 <br />241W. slope <br />CLA <br />116.6 <br />16.1 <br />131.2 <br />16.91 <br />112.2 <br />96.2 <br />901-2 to +2 <br />P <br />SC -4 <br />4/23/03, Rev. 0 <br />Page� of 2-1 <br />