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E <br />Project Name: _Foothill Landfill <br />Project No: 03102-0 <br />ISM <br />7/25/03 <br />7/25/03 <br />7/25/03 <br />7/25/03 <br />7/25/03 <br />7/25/03 <br />7/25/03 <br />7/25/03 <br />7/31/03 <br />7/31/03 <br />8/1/03 <br />8/4/03 <br />8/4/03 <br />8/4/03 <br />8/4/03 <br />8/5/03 <br />8/5103 <br />8/5/03 <br />8/5/03 <br />8/6/03 <br />8/7/03 <br />8/8/03 <br />8/8/03 <br />8/8/03 <br />8/8/03 <br />8/11/03 <br />8/11/03 <br />8/11/03 <br />8/12/03 <br />8/12/03 <br />8/12/03, <br />0 C 0 <br />ENGINEERING, INC. <br />MOISTURE -DENSITY SUMMARY <br />Review by: <br />a Test No. <br />FL219 <br />FL220 <br />FL221 <br />FL222 <br />FL223 <br />FL2_24 <br />FL,225 <br />FL226 <br />FL227 <br />FL228 <br />FL229 <br />FL230 <br />FL231 <br />FL232 <br />FL233 <br />FL234 <br />FL235 <br />FL236 <br />FL237 <br />FL238 <br />FL239 <br />FL240 <br />FL241 <br />FL242 <br />FL243 <br />FL244 <br />FL245 <br />FL246 <br />FL247 <br />Test Location <br />Soil Information <br />Information <br />Field <br />Testing Information <br />Specification <br />PIF <br />P <br />Remarks/retest <br />Northing Easting Elevation or <br />or Grid No. or Lift No. <br />Grid No. <br />1390 2880 FG <br />1405 3030 FG <br />1400 3250 FG <br />1520 3660 FG <br />1460 3790FG <br />1500 3900 FG <br />1420 3875 FG <br />1410 - 3580 FG <br />2150 2920 .5'BFG <br />2150 3905 .5'BFG <br />2150 3450 FG <br />1500 4055 .5'BFG <br />1460 4090 .5'BFG <br />1500 4100 FG <br />1465 407 - 0 FG <br />2275 2810 .5'BFG <br />2380 4005 .5 - 'BFG <br />2185 3675 FG <br />-97.6 <br />2230 3150 FG <br />2000 3700 .5'BFG <br />2000 3060 FG <br />1850 4000 --.5'BFG <br />1850 3255 FG <br />- <br />2295 4130 .5'BFG <br />2070 F - G <br />1785 4130 FG <br />1940 2860FG <br />1940 3575 ---,-FG--.-- <br />1800 2680 FG <br />DD,,. <br />(pct) <br />98.0 <br />Optimum <br />Moisture <br />2 2. 2 <br />Wet <br />Density <br />115.7 <br />Oven <br />Moisture <br />Content (%) <br />22.2 <br />Dry <br />Density <br />94.7 <br />% <br />Comp <br />96.6 <br />% Comp <br />90 <br />Moisture <br />Content <br />0+4 <br />98.0 <br />98.0 <br />22.2 <br />22 - 2 <br />118.3 <br />25.7 <br />94.1 <br />96.0 <br />90 <br />0+4 <br />P <br />22.2 <br />113.2 <br />25.5 <br />90.2 <br />92.0 <br />90 <br />92.4 <br />27.7 <br />113.5 <br />30.3 <br />87.1 <br />94.3 <br />90 <br />P <br />92.4 <br />92.4 <br />27.7 <br />27.7 <br />115.8 <br />116.3 <br />31.7 <br />87.9 <br />95.1 <br />90 <br />0+4 <br />P <br />31.2 <br />88.6 <br />95.9 <br />90 <br />0+4 <br />P <br />- 98.0 <br />92.4 <br />22.2 _17.8 <br />1 <br />25.2 <br />94.1 <br />96.0 <br />0+4-,- <br />27.7 <br />113.4 <br />30.8 <br />86.7 <br />93.8 <br />0+4 <br />104.3 <br />20.9 <br />125.7 <br />21.0 <br />103.9 <br />99.6 <br />90 <br />0+4 <br />P <br />104.3 <br />104.3 <br />101.2 <br />101.2 <br />101.2 <br />20.9 <br />120.5 <br />21.1 <br />99.4 <br />95.3 <br />90 <br />0+4 <br />P <br />20.9 <br />115.1 <br />21.6 <br />94.6 <br />90.7 <br />90 <br />0+4 <br />P <br />21.0 <br />21.0 <br />115.5 <br />115.8 <br />21.5 <br />_95.11 <br />93.5 <br />90 <br />0+4 <br />21 - . - 1 <br />9 5.7 <br />94.6 <br />- <br />9 0 <br />0+4 <br />P <br />21.0 <br />116.4 <br />- <br />23.5 <br />- <br />94.3 <br />93.1 <br />90 <br />0+4 <br />P <br />101.2 ---- <br />-- 21.0 <br />118.6 <br />23.3 <br />96.2 <br />95.0 <br />90 <br />0+4 <br />P <br />104.3 <br />21.6 <br />117.5 <br />24.9 <br />94.1 <br />90.2 <br />90 <br />0+4 <br />P <br />104.3 <br />104.3 <br />104.3 <br />102.6 <br />21.6 <br />21.6--1119.3 <br />21.6 <br />211.0 <br />119.1 <br />21.9 <br />97.7 <br />93.7 <br />90 <br />0+4 <br />P <br />117.5 <br />112.8 <br />22.2 <br />24.6 <br />21.7 <br />94.3 <br />92.7 <br />93.6 <br />90.4 <br />90 <br />90 <br />90 <br />0+4 <br />0+4 <br />0+4 <br />P <br />P <br />102.6 <br />21.0 <br />120.2 <br />21.5 <br />98.9 <br />_91.6 <br />96.4 <br />90 <br />0+4 <br />102.6 <br />21. 0 <br />120.1 <br />22.3 <br />98.2 <br />--- <br />95.8 <br />----- <br />90 <br />- <br />0+4 <br />P <br />102.6 <br />21.0 <br />115.5 <br />21.8 <br />94.9 <br />92.5 <br />90 <br />0+4 <br />P <br />104.3 <br />104.3 <br />21.6 <br />123.2 <br />21.6 <br />101.3 <br />97.1 <br />90 <br />0+4 <br />P <br />21.6 <br />118.8 <br />22.4 <br />97.1 <br />93.0 <br />90 <br />0 - +4 <br />P <br />102.6 <br />--- <br />20.8 <br />- ----- <br />113.4 <br />21.3 <br />93.5 <br />_91.1 <br />90 <br />102.6 <br />20.8 <br />-116.4 <br />20.9 <br />96.3 <br />93.9 <br />90 <br />0+4,--- <br />P <br />_102.6 <br />20.8 <br />122.2 <br />21.7 <br />100.4 <br />- <br />97.9 <br />90 <br />0+4 <br />P <br />102.6 <br />20.8 <br />123.1 <br />21.0 <br />101.7 <br />99.2 <br />90 <br />0+4 <br />P <br />FL248 <br />FL 249 <br />1625 2925 .5'BFG <br />1625 3520 FG <br />102.6 <br />20.8 <br />115.6 <br />23.3 <br />6.8 <br />192.0 <br />91.4 <br />90 <br />-0+4---''- <br />P <br />02.6 <br />20.8 <br />114.3 <br />21.1 <br />-91 <br />4.4 <br />90 ] <br />0+4 <br />t P <br />Page 8 of 9 <br />