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.7 <br />Project Name: Eorw&x, L-&49 1k Gtos0„-re.. <br />Project No: 0,)- k 6 0,5-. 0 r - <br />C <br />Review by: <br />VEC�RNGINEERIN(� INC. <br />Test Date <br />30 -Sep -05 <br />Test Location <br />Test No. Northing Easting Elevation <br />or or or <br />Grid No. Grid No. Lift No. <br />426 N. sloe <br />Soil Information <br />Sample DD mu Optimum <br />No (pcf) Moisture <br />% <br />CL -11 115.0 14.2 <br />Field Testing <br />Wet Moisture <br />Density Content <br />122.5 13.5 <br />Information <br />Dry <br />Density <br />107.9 <br />% <br />Comp <br />93.8 <br />Specification <br />% Moisture <br />Comp Content <br />90 -2 to +2 <br />PIF Remarks/retest <br />P <br />30 -Sep -05 <br />427 N. sloe <br />CL -11 <br />115.0 <br />14.2 <br />124.1 <br />14.6 <br />108.3 <br />94.2 <br />90 -2 to +2 <br />P <br />30 -Sep -05 <br />428 N. sloe <br />CL -11 <br />115.01 <br />14.2 <br />124.6 <br />14.8 <br />108.5 <br />94.3 <br />901-2 to +2 <br />P <br />30 -Sep -05 <br />429 N. sloe I <br />CL -11 <br />115.0 <br />14.2 <br />125.0 <br />14.9 <br />108.8 <br />94.6 <br />901-2 to +2 <br />P <br />30 -Sep -05 <br />430 N. sloe <br />CL -11 <br />115.0 <br />14.2 <br />125.7 <br />15.1 <br />109.2 <br />95.0 <br />90 -2 to +2 <br />P SC -43 <br />30 -Sep -05 <br />431 N. slope <br />CL -11 <br />115.0 <br />14.2 <br />126.1 <br />15.3 <br />109.4 <br />95.1 <br />90 -2 to +2 <br />P <br />30 -Sep -05 <br />432 N. sloe <br />CL -11 <br />115.0 <br />14.2 <br />126.6 <br />15.5 <br />109.61 <br />95.3 <br />90 -2 to +2 <br />P <br />30 -Sep -05 <br />433 N. slope <br />CL -11 <br />115.0 <br />14.2 <br />127.0 <br />15.6 <br />109.9 <br />95.6 <br />90 -2 to +2 <br />P <br />30 -Sep -05 <br />434 N. slope <br />CL -11 <br />115.01 <br />14.2 <br />125.5 <br />15.8 <br />108.4 <br />94.3 <br />90 -2 to +2 <br />P <br />30 -Sep -05 <br />435 N. slope <br />CL -11 <br />115.0 <br />14.2 <br />125.4 <br />15.9 <br />108.2 <br />94.1 <br />90 -2 to +2 <br />P <br />30 -Sep -05 <br />436 N. slope <br />CL -11 <br />115.0 <br />14.2 <br />127.4 <br />16.1 <br />109.7 <br />95.4 <br />90 -2 to +2 <br />P <br />30 -Sep -05 <br />437 N. sloe I <br />CL -11 <br />115.0 <br />14.2 <br />126.7 <br />15.7 <br />109.5 <br />95.2 <br />90 -2 to +2 <br />P <br />30 -Sep -05 <br />438 N. slope <br />CL -11 <br />115.0 <br />14.2 <br />127.6 <br />15.4 <br />110.61 <br />96.2 <br />90 -2 to +2 <br />P <br />30 -Sep -05 <br />439 N. sloe <br />CL -11 <br />115.0 <br />14.2 <br />125.0 <br />16.2 <br />107.6 <br />93.6 <br />90 -2 to +2 <br />P <br />30 -Sep -05 <br />440 N. slope <br />CL -11 <br />115.0 <br />14.2 <br />127.3 <br />15.5 <br />110.2 <br />95.8 <br />901-2 to +2 <br />P <br />30 -Sep -05 <br />441 N. slope <br />CL -11 <br />115.0 <br />14.2 <br />124.9 <br />14.4 <br />109.2 <br />95.0 <br />90 -2 to +2 <br />P <br />30 -Sep -05 <br />442 N. slope <br />CL -11 <br />115.0 <br />14.2 <br />124.7 <br />14.8 <br />108.6 <br />94.4 <br />90 -2 to +2 <br />P SC -44 <br />30 -Sep -05 <br />443 N. slope <br />CL -11 <br />115.0 <br />14.2 <br />125.3 <br />15.8 <br />108.2 <br />94.1 <br />90 -2 to +2 <br />P <br />30 -Sep -05 <br />444 N. slope <br />CL -11 <br />115.0 <br />14.2 <br />127.5 <br />16.1 <br />109.81 <br />95.5 <br />90 -2 to +2 <br />P <br />30 -Sep -05 <br />445 N. slope <br />CL -11 <br />115.0 <br />14.2 <br />125.2 <br />16.0 <br />107.9 <br />93.8 <br />90 -2 to +2 <br />P <br />30 -Sep -05 <br />446 N. sloe <br />CL -11 <br />115.0 <br />14.2 <br />126.4 <br />15.5 <br />109.4 <br />95.1 <br />901-2 to +2 <br />P <br />30 -Sep -05 <br />4471N. slope <br />CL -11 <br />115.0 <br />14.2 <br />128.8 <br />15.9 <br />111.1 <br />96.6 <br />90 -2 to +2 <br />P <br />30 -Sep -05 <br />448 N. slope <br />CL -11 <br />115.0 <br />14.2 <br />128.1 <br />16.1 <br />110.3 <br />95.9 <br />90 -2 to +2 <br />P <br />30 -Sep -05 <br />449 N. slope <br />CL -11 <br />115.0 <br />14.2 <br />127.1 <br />14.9 <br />110.6 <br />96.2 <br />90 -2 to +2 <br />P <br />30 -Sep -05 <br />4501N. slope <br />CL -11 <br />115.01 <br />14.2 <br />122.41 <br />14.81 <br />106.61 <br />92.7 <br />90 -2 to +2 <br />P <br />4/23/03, Rev. 0 Page 18' of - <br />