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Freeport NIP(7.4)-LR000606
GEOTECHNICAL AND ~ F~I I-'1 I I F~ ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Freeport VI Royal Lane and Creekview Coppell, Texas REPORTED TO: Duke-Weeks Realty Corporation REPORT NO, 29 5495 Beltline Road, Suite 360 REPORT DATE: 06-06-00 Dallas, Texas 75240 REG PROJECT NO. 6542 ATTN: Mr. Paul Brown TECHNICIAN: R. Bullion PAGE: 1 of 3 CONTRACTOR: Hill & Wilkinson, Inc. Proctor ASTM I Optimum Maximum No. Standard Description IMoisture, % Density, PCF 1 D-698 Brown clay w/trace gray clay 22.5 98.0 2 D-698 Olive brown clay w/calcareous nodules 23.5 94.0 3 D-698 Light reddish brown clay 21.0 99.0 4 D-698 Reddish brown clay w/calcareous nodules22.0 101.5 5 D-698 Light olive brown clay 22.0 97.0 6 D-698 Reddish brown clay w/trace of limestone17.5 106.5 fragments 7 D-698 Yellowish brown clay (lime-treated) 18.0 101.5 8 D-698 Light brown clay (lime-treated) 20.5 98.0 9 D-698 Dark gray clay (lime-treated) 17.0 101.5 10 D-698 Reddish brown clay (lime-treated) 17.0 103.5 11 D-698 Brown clay (lime-treated) 15.5 105.5 12 D-698 Cement treated base 10.0 126.5 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) (%) ID Level (%) 240 05-15-00 Storm Line: STA3+50(1) 10.0 90.8 25.5 2 96.6 241 Storm Line: STA 3+75(1 ) 9.0 91.7 24.2 2 97.5 242 Storm Line: STA 3+50(1) 8.0 90.2 26.0 2 96.0 243 Storm Line: STA 3+75(1) 7.0 95.1 25.0 5 98.0 244 Storm Line: STA 3+50(1) 6.0 95.5 24.7 5 98.5 245 Storm Line: STA 3+75(1) 5.0 94.4 25.8 5 97.3 246 Storm Line: STA 3+50(1) 4.0 95.3 24.3 5 98.2 247 Storm Line: STA 3+75(1) 3.0 93.7 26.0 5 96.6 248 Storm Line: STA 3+50(1 ) 2.0 94.5 24.8 5 97.4 249 Storm Line: STA 3+75(1 ) 1.0 91.2 25.0 2 97.0 250 Storm Line: STA 3+50(1) 0.0 92.5 24.0 2 98.4 251 Storm Line: STA 5+00(1 ) 10.0 91.3 25.7 2 97.1 252 Storm Line: STA 5+10(1 ) 9.0 90.2 26.2 2 96.0 253 Storm Line: STA 5+00(1) 8.0 92.0 24.8 2 97.9 254 Storm Line STA 5+10(1 ) 7.0 90.4 25.7 2 96.2 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019 REPORT NO. 29 REPORT DATE: 06-06-00 REG PROJECT NO. 6542 PAGE: 2 of 3 Depth Below Field Field Test Final S. Density Moisture Proctor Compaction No. Date Location G. (feet) (pcf) (%) ID Level (%) 255 05-15-00 Storm Line: STA5+00(1) 6.0 91.2 25.0 2 97.0 256 Storm Line: STA 5+10(1 ) 5.0 94.1 24.7 5 97.0 257 Storm Line: STA 5+00(1) 4.0 93.3 24.6 5 96.2 258 Storm Line: STA 5+10(1) 3.0 93.1 25.1 5 96.0 259 Storm Line: STA 5+00(1) 2.0 93.9 24.7 5 96.8 260 Storm Line: STA 5+00(1) 1.0 90.2 26.2 2 96.0 261 Storm Line: STA 5+10(1 ) 0.0 90.8 25.8 2 96.6 262 Storm Line: STA 5+75(2) 5.0 94.6 24.6 5 97.5 263 Storm Line: STA 5+50(2) 4.0 94.1 25.2 5 97.0 264 Storm Line: STA 5+75(2) 3.0 91.2 25.0 2 97.0 265 Storm Line: STA 5+50(2) 2.0 91.9 24.6 2 97.8 266 Storm Line: STA 5+75(2) 1.0 90.4 25.7 2 96.2 267 Storm Line: STA 5+50(2) 0.0 90.2 25.8 2 96.0 268 Storm Line: STA 1+50(3) 4.0 93.7 25.0 5 96.6 269 Storm Line: STA 1+40(3) 3.0 94.8 24.0 5 97.7 270 Storm Line: STA 1+50(3) 2.0 94.1 24.7 5 97.0 271 Storm Line: STA 1+40(3) 1.0 93.3 24.8 5 96.2 272 Storm Line: STA 1+50(3) 0.0 92.9 25.7 5 95.8 273 Bldg Pad: 15'N,20'W(4) 0.0 96.0 22.9 8 98.0 274 Bldg Pad: 30'N,25'W(4) 0.0 95.0 24.2 8 97.0 275 Bldg Pad: 90'N,20'W(4) 0.0 99.5 20.3 7 98.0 276 Bldg Pad: 10'N,75'W(4) 0.0 94.4 24.0 8 96.4 277 Bldg Pad: 25'N,80'W(4) 0.0 95.0 23.7 8 97.0 278 Bldg Pad: 80'N,75'W(4) 0.0 99.2 21.5 7 97.7 279 Bldg Pad: 30'N,130'W(4) 0.0 95.8 23.0 8 97.8 280 Bldg Pad: 60'N,140'W(4) 0.0 95.7 22.5 8 97.7 281 Bldg Pad: 90'N,130'W(4) 0.0 99.2 20.0 7 97.7 282 Bldg Pad: 25'N,210'W(4) 0.0 96.0 22.0 8 98.0 283 Bldg Pad: 55'N,220'W(4) 0.0 96.0 21.7 8 98.0 284 Bldg Pad: 85'N,210'W(4) 0.0 99.5 20.9 7 98.0 285 Bldg Pad: 95'N,325'W(4) 0.0 98.7 21.7 7 97.2 286 Bldg Pad: 65'N,330'W(4) 0.0 94.8 23.0 8 96.8 287 Bldg Pad: 20'N,325'W(4) 0.0 95.2 22.6 8 97.2 288 Bldg Pad: 10'N,440'W(4) 0.0 94.6 23.3 8 96.6 289 Bldg Pad: 60'N,450'W(4) 0.0 95.0 22.8 8 97.0 290 Bldg Pad: 90'N,440'W(4) 0.0 97.7 22.0 7 96.3 291 Bldg Pad: 80'N,550'W(4) 0.0 98.3 21.5 7 96.8 292 Bldg Pad: 40'N,560'W(4) 0.0 94.4 21.5 8 96.4 293 Bldg Pad: 15'N,550W(4) 0.0 94.0 23.6 8 96.0 294 BIdg Pad: 20'N,640'W(4) 0.0 94.8 22.9 8 96.8 295 Bldg Pad: 50'N,650'W(4) 0.0 94.5 23.0 8 96.5 296 Bldg Pad: 80'N,640'W(4) 0.0 99.0 21.0 7 97.5