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Coppell Ind 2-LR040730
~I~"'E~ I E~r'll~ I r'I~'E~F~III'~Ir-~ GEOTECHNICAL AND ENVIP, ONHENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Tradepoint Distribution Center Phase 2 Earthwork Bethel Road Coppell, Texas REPORTED TO: Hillwood Fund No. 1, LP 5430 LBJ Freeway, Suite 800 Dallas, Texas 75240 ATTN: Mr. Albert Jarrell CONTRACTOR: Hillwood Construction Services Proctor ASTM No. Standard 1 D-698 2 D-698 3 D-698 4 D-698 5 D-698 Description Dark brown clay Brown sandy clay Dark brown clay Yellow & light brown & gray clay w/calcareous nodules Yellow & light brown sandy clay & shale w/calcareous nodules REPORT NO. 15 REPORT DATE: 07-30-04 REG PROJECT NO. 11300 TECHNICIAN: M. Lawson PAGE: 1 of 3 Optimum Maximum Moisture, % Density, PCF 19.1 100.7 20.2 103.3 19.1 103.5 19.7 102.6 17.5 105.8 Test No. Date 341 07-12-04 Bldg 342 Bldg 343 Bldg 344 Bldg 345 Bldg 346 Bldg 347 Bldg 348 Bldg 349 Bldg 350 Bldg 351 Bldg 352 Bldg 353 Bldg 354 Bldg 355 Bldg 356 Bldg 357 Bldg 358 Bldg 359 Bldg 360 Bldg 361 BIdg Location Pad: 20'N 325'W(1) Pad: 20'N 550'W(1) Pad: 40'N 350'W(1) Pad: 40'N 500'W(1) Pad: 10'N 565'W(1) Pad: 10'N 350'W(1) Pad: 45'N 375'W(1) Pad: 45'N 575'W(1) Pad: 20'N 500'W(1) Pad: 20'N, 325'W(1 ) Pad: 40'N, 525'W(1) Pad: 40'N, 525'W(1) Pad: 15'N, 340'W(1) Pad: 15'N, 550'W(1) Pad: 35'N, 325'W(1) Pad: 35'N, 525'W(1) Pad: 10'N, 525'W(1) Pad: 10'N, 350'W(1) Pad: 40'N, 350'W(1) Pad: 40'N, 525'W(1) Pad: 40'N, 325'W(1) Depth Field Field Below Final S.G. Density Moisture (feet) (pcf) (%) Proctor Compaction ID Level (%) 5.0 98.9 24.7 2 95.7 5.0 96.0 25.8 2 92.9 5.0 96.6 24.1 2 93.5 5.0 95.7 24.7 2 92.6 4.5 98.7 23.4 2 95.5 4.5 99.4 23.0 2 96.2 4.5 96.9 24.9 2 93.8 4.5 95.1 25.9 2 92.1 4.0 100.7 22.8 2 97.5 4.0 98.1 24.8 2 95.0 4.0 97.3 24.3 2 94.2 4.0 97.3 24.0 2 94.2 3.5 99.7 23.5 2 96.5 3.5 96.1 25.1 2 93.0 3.5 97.8 24.5 2 94.7 3.5 95.7 25.6 2 92.6 3.0 99.1 23.6 2 95.9 3.0 99.5 23.1 2 96.3 3.0 96.3 25.2 2 93.2 3.0 96.8 24.9 2 93.7 2.5 99.7 23.2 2 96.5 REPORT NO. 15 REPORT DATE: 07-30-04 REG PROJECT NO. 11300 PAGE: 2 of 3 Test No. Date Location 362 07-12-04 363 364 365 366 367 368 369 37O 371 372 373 374 375 376 377 378 379 380 381 07-13-04 382 383 384 385 386 387 388 389 390 391 392 393 394 395 396 397 398 399 400 401 Depth Below Final S. G. (feet) Bldg Pad: 40'N, 500'W(1) 2.5 Bldg Pad: 20'N, 475'W(1) 2.5 Bldg Pad: 20'N, 325'W(1) 2.5 Bldg Pad: 35'N, 325'W(1) 2.0 Bldg Pad: 35'N, 525'W(1 ) 2.0 Bldg Pad: 10'N, 350'W(1 ) 2.0 Bldg Pad: 10'N, 500'W(1) 2.0 Bldg Pad: 40'N, 325'W(1) 1.5 Bldg Pad: 40'N, 525'W(1) 1.5 Bldg Pad: 15'N, 500'W(1) 1.5 Bldg Pad: 15'N, 350'W(1) 1.5 Bldg Pad: 45'N, 550'W(1) 1.0 Bldg Pad: 45'N, 325'W(1) 1.0 Bldg Pad: 20'N, 550'W(1) 1.0 Bldg Pad: 20'N, 350'W(1) 1.0 Bldg Pad: 40'N, 375'W(1) 0.5 Bldg Pad: 40'N, 525'W(1) 0.5 Bldg Pad: 20'N, 350'W{1) 0.5 Bldg Pad: 20'N, 550'W{1) 0.5 Bldg Pad: 40'N, 350'W(1) 2.5 Bldg Pad: 40'N, 550'W(1) 2.5 Bldg Pad: 20'N, 325'W(1) 2.5 Bldg Pad: 20'N, 525'W(1) 2.5 Bldg Pad: 40'N, 375'W(1 ) 2.0 Bldg Pad: 40'N, 550'W(1 ) 2.0 Bldg Pad: 10'N, 325'W(1) 2.0 Bldg Pad: 10'N, 500'W(1) 2.0 Bldg Pad: 35'N, 500'W(1) 1.5 Bldg Pad: 35'N, 325'W(1) 1.5 Bldg Pad: 10'N, 350'W(1) 1.5 Bldg Pad: 10'N, 525'W(1) 1.5 Bldg Pad: 40'N, 525'W(1) 1.0 Bldg Pad: 40'N, 350'W(1) 1.0 Bldg Pad: 10'N, 325'W(1) 1.0 Bldg Pad: 10'N, 500'W(1) 1.0 Bldg Pad: 40'N, 525'W(1) 0.5 Bldg Pad; 40'N, 325'W(1 ) 0.5 Bldg Pad: 15'N, 550'W(1) 0.5 Bldg Pad: 15'N, 320'W(1) 0.5 BId~l Pad: 50'N, 20'E(2) 10.0 Field Field Proctor Compaction Density Moisture (pcf) (%) ID Leve (%) 96.5 25.6 2 93.4 95.9 25.0 2 92.8 97.8 24.2 2 94.7 99.0 22.4 2 95.8 99.2 22.9 2 96.0 100.7 22.9 2 97.5 97.3 25.8 2 94.2 96.8 24.9 2 93.7 95.3 24.6 2 92.3 97.3 24,1 2 94,2 95.1 26.2 2 92,1 97.5 24.1 2 94.4 99.1 23.4 2 95.9 99.2 23.7 2 96.0 97.4 24.5 2 94.3 95.6 25.1 2 92.5 97.0 23.6 2 93.9 99.9 23.8 2 96.7 98.2 24.9 2 95.1 95.6 24.2 2 92.6 97.8 23.8 2 94.7 97.1 23.5 2 94.0 98.3 23.0 2 95.2 96.9 23.0 2 93.8 99.9 22.5 2 96.7 97.1 24.8 2 94.0 95.7 25.6 2 92.6 96.9 23.8 2 93.8 96.0 24.5 2 92.9 96.8 24.0 2 93.7 96.6 24.7 2 93.5 99.7 23.2 2 96.5 95.3 25.1 2 92.3 95.0 24.2 2 92.0 96.0 23.6 2 92.9 96.2 23.7 2 93.1 97,8 23.0 2 94.7 96.1 24.2 2 93.0 95.6 23.8 2 92.5 98.2 23.0 2 95.1 REPORT NO. 15 REPORT DATE: 07-30-04 REG PROJECT NO. 11300 PAGE: 3 ~ 3 Test No. Date Location 402 07-13-04 Bldg Pad: 250'N, 10'E(2) 403 Bldg Pad: 100'N, 45'E(2) 404 Bldg Pad: 300'N, 40'E(2) Depth Field Below Field Final S.G. Density Moisture (feet) (pcf) (%) 10.0 96.3 24.7 10.0 95.0 25.0 10.0 100.0 22.8 Proctor ID 2 2 2 Compaction Level (%) 93.2 97.0 96.8 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from S.E. corner of Building 1. (2) Measurements referenced from S.W. corner of Building 1. Mail Distribution: (1) Hillwood Fund No. 1, LP/ Mr. Albert Jarrell (1) Hillwood Construction Services/ Mr. Ralph Rucker (1) R.G.A. Architects/Mr. Rick Gilliland (1) Halff Associates/ Mr. Stephen Crawford Submitted by: REED ENGINEERING GROUP, LTD. original Signed By Keith E. Atkins Manager, CMT ML/cn GEOTECHNICAL AND r~ j~=j r--i U J~J ENVIRONhlENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Tradepoint Distribution Center Phase 2 Earthwork Bethel Road Coppell, Texas REPORTED TO: Hillwood Fund No. 1, LP 5430 LBJ Freeway, Suite 800 Dallas, Texas 75240 ATTN: Mr. Albert Jarrell CONTRACTOR: Hillwood Construction Services REPORT NO. 14 REPORT DATE: 07-30-04 REG PROJECT NO. 11300 TECHNICIAN: M. Lawson PAGE: 1 of 4 Proctor ASTM No. Standard Description 1 D-698 2 D-698 3 D-698 4 D-698 5 D-698 Dark brown clay Brown sandy clay Dark brown clay Yellow & light brown & gray clay w/calcareous nodules Yellow & light brown sandy clay & shale w/calcareous nodules Optimum Maximum Moisture, % Density, PCF 19.1 100.7 20.2 103.3 19.1 103.5 19.7 102.6 17.5 105.8 Test No. Date Location 217 07-06-04 Bldg Pad: 650'S, 10'W(1) 218 Bldg Pad: 850'S, 10'W(1) 219 Bldg Pad: 620'S, 25'W(1) 220 Bldg Pad: 800'S, 25'W(1) 221 Bldg Pad: 650'S, 15'W(1) 222 Bldg Pad: 850'S, 15'W(1) 223 Bldg Pad: 700'S, 30'W(1 ) 224 Bldg Pad: 875'S, 30'W(1) 225 Bldg Pad: 650'S, 20'W(1 ) 226 Bldg Pad: 850'S, 20'W(1) 227 Bldg Pad: 700'S, 40'W(1) 228 Bldg Pad: 800'S, 40'W(1) 229 Bldg Pad: 625'S, 20'W(1 ) 230 Bldg Pad: 800'S, 20'W(1) 231 Bldg Pad: 850'S, 40'W(1) 232 Bldg Pad: 650'S, 40'W(1 ) 233 Bldg Pad: 700'S, 20'W(1) 234 Bldg Pad: 825'S, 20'W(1 ) 235 Bldg Pad: 675'S, 40'W(1 ) 236 Bldg Pad: 875'S, 40'W(1 ) 237 Bldg Pad: 650'S, 20'W(1 ) BelowDepth Field Field FinalS. G. Density Moisture Proctor (feet) (pcf) (%) ID 10.0 97.9 24.7 2 10.0 96.1 25.6 2 10.0 95.7 25.8 2 10.0 98.9 23.7 2 9.5 95.0 26.0 2 9.5 97.3 24.0 2 9.5 97.1 23.9 2 9.5 96.2 25.5 2 9.0 95.6 26.2 2 9.0 97.1 24.8 2 9.0 96.5 24.8 2 9.0 99.0 23.4 2 8.5 96.3 25.7 2 8.5 95.9 24.2 2 8.5 99.2 23.8 2 8.5 98.3 24.7 2 8.0 97.6 24.0 2 8.0 95.9 25.6 2 8.0 95.0 25.9 2 9.0 96.6 24.2 2 7.5 98.3 24.5 2 Compaction Level (%) 94.8 93.0 92.6 95.7 92.0 94.2 94.0 93.1 92.5 94.0 93.4 95.8 93.2 92.8 96.0 95.2 94.5 92.8 92.0 93.5 95.2 REPORT NO. 14 REPORT DATE: 07-30-04 REG PROJECT NO. 11300 PAGE: 2of4 Test No. Date Location 238 07-06-04 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 07-08-04 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 Bldg Pad: 650'S, 20'W(1) Bldg Pad: 800'S, 40'W(1 ) Bldg Pad: 800'S, 40'W(1) Bldg Pad: 625'S, 10'W(1) Bldg Pad: 825'$, 10'W(1) Bldg Pad: 700'S, 30'W(1) Bldg Pad: 850'S, 30'W(1) Bldg Pad: 675'S, 20'W(1 ) Bidg Pad: 850'S, 20'W(1) Bldg Pad: 850'S, 40'W(1 ) Bldg Pad: 675'S, 40'W(1 ) Bldg Pad: 650'$ 10'W(1) Bldg Pad: 850'S 10'W(1) Bldg Pad: 675'$ 40'W(1) Bldg Pad: 875'S 40'W(1) BIdg Pad: 625'S 15'W(1) Bldg Pad: 825'$ 15'W(1) BIdg Pad: 650'S 45'W(1) Bldg Pad: 800'$ 45'W(1) Bldg Pad: 700'S 20'W(1) Bldg Pad: 850'S 20'W(1) Bldg Pad: 650'S 40'W(1) Bldg Pad: 850'$ 40'W(1) Bldg Pad: 650'S 10'W(1) BId9 Pad: 800'S 10'W(1) Bldg Pad: 700'S 40'W(1) Bldg Pad: 875'S, 40'W(1) Bldg Pad: 625'$, 15'W(1) Bldg Pad: 800'S, 15'W(1) Bldg Pad: 625'S, 45'W(1 ) Bldg Pad: 800'S, 45'W(1 ) Bldg Pad: 650'S, 20'W(1 ) Bldg Pad: 800'S, 20'W(1) Bidg Pad: 850'S, 40'W(1) Bldg Pad: 650'S, 40'W(1) Bldg Pad: 800'S, 20'W(1) Bldg Pad: 625'S, 20'W(1 ) Bldg Pad: 650'S, 40'W(1) Bldg Pad: 800'S, 40'W(1) Bldg Pad: 700'S, 20'W(1) Bldg Pad: 850'S, 20'W(1) Bldg Pad: 875'S, 40'W(1 ) Depth Field Below I Field I Final S.G. Density Moisture Proctor (feet) (pcf) (%) ID 7.5 95.1 26.2 2 7.5 99.0 23.4 2 7.5 99.9 23.7 2 7.0 98.7 23.0 2 7.0 96.6 24.8 2 7.0 96.1 25.6 2 7.0 95.7 24.2 2 6.5 100.3 22.8 2 6.5 97.3 24.6 2 6.5 97.4 25.2 2 6.5 98.7 23.7 2 6.0 95.9 24.8 2 6.0 98.1 23.5 2 6.0 98.2 25.1 2 6.0 95.7 25.3 2 5.5 96.9 24.1 2 5.5 96.2 24.7 2 5.5 98.0 23.5 2 5.5 99.4 23.5 2 5.5 99.2 24.6 2 5.5 96.9 24.0 2 5.5 96.0 26.2 2 5.5 97.8 25.0 2 5.0 99.4 23.6 2 5.0 98.4 24.7 2 5.0 96.3 25.0 2 5.0 98.7 23.2 2 4.5 98A 23.9 2 4.5 97.3 24.6 2 4.5 97.9 24.0 2 4.5 96.3 25.7 2 4.0 99.4 23.2 2 4.0 98.1 24.9 2 4.0 97.3 24.5 2 4.0 95.1 26.0 2 3.5 96.5 25.2 2 3.5 98.3 24.0 2 3.5 99.8 23.7 2 3.5 98.2 24.8 2 3.0 97.3 24.0 2 3.0 99.4 23.2 2 3.0 96.3 25.6 2 Compaction Level (%) 92.1 95.8 96.7 95.5 93.5 93.0 92.6 97.1 94.2 94.3 95.5 92.8 95.0 93.1 92.6 93.8 93.1 94.9 96.2 96.0 93.8 92.9 94.7 96.2 95.3 93.2 95.5 95.0 94.2 94.8 93.2 96.2 95.0 94.2 92.1 93.4 95.2 96.6 95.1 94.2 96.2 93.2 REPORT NO. 14 REPORT DATE: 07-30-04 REG PROJECT NO. 11300 PAGE: 3 of 4 Test No. Date 280 07-08-04 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 301 07-09-04 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316 317 318 319 320 321 Location Bldg Pad: 700'S, 40'W(1) Bldg Pad: 650'S, 10'W(1) Bldg Pad: 825'S, 10'W(1) Bldg Pad: 800'S, 45'W(1 ) Bldg Pad: 650'S, 45'W(1 ) Bldg Pad: 625'S 20'W(1) Bldg Pad: 825'S 20'W(1) Bldg Pad: 875'S 40'W(1) Bldg Pad: 700'S 40'W(1) Bldg Pad: 650'S 10'W(1) Bldg Pad: 800'S 15'W(1) Bldg Pad: 800'S 40'W(1) Bldg Pad: 650'S 40'W(1) Bldg Pad: 700'S 10'W(1) Bldg Pad: 850'S 10'W(1) Bldg Pad: 800'S 40'W(1) Bldg Pad: 675'S 40'W(1) Bldg Pad: 650'S 40'W(1) Bldg Pad: 850'S 40'W(1) Bldg Pad: 625'S 20'W(1) Bldg Pad: 775'S 20'W(1) Bldg Pad: 20'N, 100'W(1) Bldg Pad: 20'N, 275'W(1) Bldg Pad: 40'N, 250'W(1 ) Bldg Pad: 40'N, 50'W(1) Bldg Pad: 20'N, 50'W(1) Bldg Pad: 20'N, 275'W(1) Bldg Pad: 45'N, 25'W(1) Bldg Pad: 45'N, 250'W(1) Bldg Pad: 10'N. 225'W(1) Bldg Pad: 10'N. 25'W(1) Bldg Pad: 45'N, 250'W(1) Bldg Pad: 45'N, 50'W(1) Bldg Pad: 20'N, 25'W(1) Bldg Pad: 20'N, 275'W(1) Bldg Pad: 40'N, 25'W(1) Bldg Pad: 40'N, 250'W(1) Bldg Pad: 20'N, 50'W(1) Bldg Pad: 20'N, 250'W(1) Bldg Pad: 40'N, 251'W(1) Bldg Pad: 40'N, 25'W(1) Bid9 Pad: 20'N, 100'W(2) Depth Field Below I Field Final S.G. Density Moisture (feet) (pcf) (%) 3.0 95.4 25.9 2.5 96.8 25.1 2.5 99.2 23.6 2.5 99.0 23.9 2.5 98.1 24.2 2.0 97.4 24.8 2.0 95.1 25.6 2.0 97.9 23.8 2.0 98,7 24.4 1.5 96.7 24.8 1.5 100.0 23.1 1.5 96.2 25.1 1,5 95.6 25.1 1.0 100,3 23.5 1,0 98.3 24.5 1,0 97.1 24.0 1.0 98,5 23.6 0.5 98.1 24.0 0.5 99.9 23.2 0.5 96.2 25.0 0.5 97.8 24.5 10.0 97.4 24.3 10.0 99.4 23.7 10.0 96.8 25.1 10.0 95.7 24.0 9.5 99.1 23.9 9.5 98.2 24.7 9.5 96.3 25.7 9.5 95.9 25,1 9.0 97.4 24.6 9.0 96.7 24.0 9,0 100.0 23.5 9.0 96.5 25.6 8.5 95.2 24.6 8.5 98.5 23,7 8,5 100.3 22.5 8.5 96.9 24.5 8.0 98.2 22.8 8.0 99.2 23.2 8.0 96.7 25.5 8.0 97.2 24.6 7.5 97.8 23.6 Proctor Compaction ID Level (%) 2 92.4 2 93,7 2 96.0 2 95.8 2 95.0 2 94,3 2 92.1 2 94.8 2 95.5 2 93.6 2 96.8 2 93.1 2 92.5 2 97.1 2 95.2 2 94.0 2 95.4 2 95.0 2 93.7 2 93.1 2 94.7 2 94.3 2 96.2 2 93.7 2 92.6 2 95.9 2 95.1 2 93.2 2 92.8 2 94.3 2 93.6 2 96.8 2 93.4 2 92.2 2 95.4 2 97,1 2 93.8 2 95.1 2 96.0 2 93.6 2 94.1 2 94.7 REPORT NO. 14 REPORT DATE: 07-30-04 REG PROJECT NO. 11300 PAGE: 4 of 4 Test No. Date Location 322 07-08-04 Bldg Pad: 20'N 323 Bidg Pad: 40'N 324 Bldg Pad: 40'N 325 Bldg Pad: 20'N 326 Bldg Pad: 20'N 327 Bldg Pad: 40'N 328 Bldg Pad: 40'N 329 Bldg Pad: 10'N 330 Bldg Pad: 10'N 331 Bldg Pad: 50'N 332 Bldg Pad: 50'N 333 Bldg Pad: 20'N 334 Bldg Pad: 20'N 335 Bldg Pad: 45'N 336 Bldg Pad: 45'N 337 Bldg Pad: 15'N 338 Bldg Pad: 15'N 339 Bldg Pad: 40'N 340 Bldg Pad: 40'N BelowDepth Field Field Final S.G. Density Moisture Proctor Compaction (feet) (pcf) (%) ID Level (%) 250'W(2) 7.5 97.1 25.1 2 94.0 275'W(2) 7.5 98.9 23.2 2 95.7 50'W(2) 7.5 98.7 24.7 2 95.5 50'W(2) 7.0 99.2 24.9 2 96.0 250'W(2) 7.0 100.7 22.9 2 97.5 275'W(2) 7.0 97.3 25.6 2 94.2 75'W(2) 7.0 96.8 24.1 2 93.7 50'W(2) 6.5 95.2 25.0 2 92.2 250'W(2) 6.5 96.1 25.7 2 93.0 250'W(2) 6.5 97.6 24.0 2 94.5 50'W(2) 6.5 97.7 24.0 2 94.6 25'W(2) 6.0 95.2 25.2 2 92.2 200'W(2) 6.0 99.3 23.5 2 96.1 50'W(2) 6.0 99.2 23.6 2 96.0 250'W(2) 6.0 98.3 23.9 2 95.2 275'W(2) 5.5 99.0 24.7 2 95.8 100'W(2) 5.5 99.2 24.9 2 96.0 50'W(2) 5.5 96.2 25.0 2 93.1 225'W(2) 5.5 97.3 24.0 2 94.2 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from N.E. corner of Building 1. (2) Measurements referenced from S.E, corner of Building 1. Mail Distribution: (1) Hillwood Fund No. 1, LP/ Mr. Albert Jarrell (1) Hillwood Construction Services/ Mr. Ralph Rucker (1) R.G.A. Architects/Mr. Rick Gilliland (1) Halff Associates/ Mr. Stephen Crawford Submitted by: REED ENGINEERING GROUP, LTD. Original Signed By Keith E. Atkins Manager, CMT BW/cn