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Belt Line Trade-LR060517
REED EnGinEERinG GEOTECHNICAL AND G R Cl U F' ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Belt Line Trade Center Building A 500 E. Belt Line Road Coppell, Texas REPORTED TO: 101 REPORT NO. 11 5420 LBJ Freeway, Suite 1275 REPORT DATE: 05-17-06 Dallas, Texas 75240 REG PROJECT NO. 13335 ATTN: Mr. Chris Parnell TECHNICIAN: P. Butler PAGE: 1 of 2 CONTRACTOR: Raymond Construction Proctor ASTM Optimum No. Standard Descri tion Moisture, % 1 0-698 Dark red & gray clay 18.6 2 0-698 Orange & gray sandy clay 16.4 3 0-698 Tan & gray sandy clay 10.9 4 0-698 Dark brown & gray clay 20.6 5 0-698 Light brown & gray clay w/calcareous 21.2 , nodules Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location feet cf 10 Level % 310 05-01-06 Bldg Pad: 210'S, 10'W(1) 1.0 96.7 24.6 4 94.1 311 Bldg Pad: 240'S, 60'W(1) 1.0 97.2 24.1 4 94.6 312 Bldg Pad: 255'S, 160'W(1) 1.0 97.6 23.7 4 95.0 313 Bldg Pad: 275'S, 225'W(1) 1.0 93.8 24.6 5 95.2 314 Bldg Pad: 295'S, 280'W(1) 1.0 93.6 24.2 5 95.0 315 Bldg Pad: 280'S, 315'W(1) 1.0 96.7 24.8 4 94.1 316 Bldg Pad: 260'S, 360'W(1) 1.0 96.9 25.0 4 94.3 317 Bldg Pad: 240'8, 400'W(1) 1.0 97.0 19.7 1 96.0 318 Bldg Pad: 220'8, 440'W(1) 1.0 96.2 21.1 1 95.3 319 Bldg Pad: 200'5, 500'W(1) 1.0 96.6 21.0 1 95.7 320 Bldg Pad: 210'8, 550'W(1) 8.0 97.6 23.9 4 95.0 321 Bldg Pad: 280'S, 600'W(1) 8.0 97.2 25.0 4 94.6 322 Bldg Pad: 250'8, 650'W(1) 8.0 96.6 25.2 4 94.0 323 Bldg Pad: 275'S, 700'W(1) 8.0 97.9 24.0 4 95.3 324 Bldg Pad: 230'S, 750'W(1) 8.0 97.0 20.7 1 96.0 325 Bldg Pad: 200'S, 800'W(1) 8.0 96.6 21.1 1 95.7 326 Bldg Pad: 225'S, 850'W(1) 8.0 97.2 21.6 1 96.2 327 Bldg Pad: 120'S, 900'W(1) 8.0 97.4 24.0 4 94.8 328 Bldg Pad: 110'S, 860'W(1) 8.0 98.0 23.1 4 95.4 329 Bldg Pad: 150'S, 81 O'W(1) 8.0 98.5 22.8 4 95.9 330 Bldg Pad: 180'S, 760'W(1) 8.0 96.3 25.6 4 93.7 331 Bid Pad: 150'S, 700'W 1 8.0 96.7 25.0 4 94.1 2424 STUTZ DR. . SUITE 400 . DALLAS. TX 75235 . TEL (214) 350 5600 . FAX (214) 350 0019 REPORT NO. 11 REPORT DATE: 05-17-06 REG PROJECT NO. 13335 PAGE: 2 of 2 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) (%) ID Level (%) 332 05-01-06 Bldg Pad: 135'S, 61 0'W(1) 8.0 96.2 25.3 4 93.6 333 Bldg Pad: 120'8, 550'W(1) 8.0 97.3 24.8 4 94.7 334 Bldg Pad: 20'S, 565'W(1) 8.0 93.6 24.2 5 95.0 335 Bldg Pad: 40'S, 620'W(1) 8.0 94.2 23.6 5 95.6 336 Bldg Pad: 65'S, 710'W(1) 8.0 94.8 23.0 5 96.2 337 Bldg Pad: 85'S, 770'W(1) 8.0 93.3 24.7 5 94.7 338 Bldg Pad: 100'S, 820'W(1) 8.0 92.7 25.7 5 94.1 339 Bldg Pad: 25'S, 850'W(1) 8.0 93.5 25.1 5 94.9 340 Bldg Pad: 35'S, 900'W(1) 8.0 93.8 24.0 5 95.2 341 Bldg Pad: 210'S, 925'W(1) 7.0 96.3 25.6 4 93.7 342 Bldg Pad: 225'S, 965'W(1) 7.0 96.7 24.8 4 94.1 343 Bldg Pad: 240'S, 1040'W(1) 7.0 97.2 24.5 4 94.6 344 Bldg Pad: 255'S, 1080'W(1) 7.0 101.9 21.0 2 94.9 345 Bldg Pad: 270'S, 1120'W (1) 7.0 100.9 21.3 2 94.0 346 Bldg Pad: 285'S, 1165'W(1) 7.0 100.7 21.4 2 93.8 347 Bldg Pad: 295'S, 1230'W (1) 7.0 101.6 20.2 2 94.6 348 Bldg Pad: 195'S, 1240'W(1) 7.0 94.6 23.0 5 96.0 349 Bldg Pad: 180'S, 1200'W(1) 7.0 93.3 25.0 5 94.7 350 Bldg Pad: 170'S, 111 0'W(1) 7.0 95.3 23.6 5 96.7 351 Bldg Pad: 155'S, 1075'W(1) 7.0 94.0 22.7 5 95.3 352 Bldg Pad: 140'S, 1040'W(1) 7.0 93.4 24.4 5 94.8 353 Bldg Pad: 125'S, 1000'W(1) 7.0 94.3 24.1 5 95.6 354 Bldg Pad: 110'S, 940'W(1) 7.0 95.5 23.6 5 96.9 355 Bldg Pad: 95'S, 910'W(1) 7.0 97.6 23.5 4 95.0 356 Bldg Pad: 80'S, 960'W(1) 7.0 97.0 25.4 4 94.4 357 Bldg Pad: 60'S, 1020'W(1) 7.0 95.0 23.1 5 96.3 358 Bldg Pad: 50'S, 1065'W(1) 7.0 96.6 22.2 5 98.0 359 Bldg Pad: 35'S, 1105'W(1) 7.0 95.1 22.9 5 96.5 360 Bldg Pad: 20'S, 1175'W (1) 7.0 95.7 22.5 5 97.1 361 Blda Pad: 5'S, 1240'W(1) 7.0 101.8 20.5 2 94.8 Comments: Where tested, materials were in compliance with project specifications. Footnote: (1) Measurements referenced from N.E. building corner. Mail Distribution: (1) IDIIMr. Chris Parnell (1) Raymond Construction/ Mr. David Layne Submitted by: REED ENGINEERING GROUP, LTD. Original Signed By Bill Woolwine Sr. Manager, CMT BW/cn REED EnGinEERinG GEOTECHNICAL AND G R Cl U F' ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Belt Line Trade Center Building A 500 E. Belt Line Road Coppell, Texas REPORTED TO: 101 5420 LBJ Freeway, Suite 1275 Dallas, Texas 75240 A TTN: Mr. Chris Parnell REPORT NO. 12 REPORT DATE: 05-17-06 REG PROJECT NO. 13335 TECHNICIAN: P. Butler PAGE: 1 of 2 CONTRACTOR: Raymond Construction Proctor ASTM Optimum No. Standard Description Moisture, % 1 0-698 Dark red & gray clay 18.6 2 0-698 Orange & gray sandy clay 16.4 3 0-698 Tan & gray sandy clay 10.9 4 0-698 Dark brown & gray clay 20.6 5 0-698 Light brown & gray clay w/calcareous 21.2 nodules Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location feet ( cf 10 Level (% 362 05-02-06 Bldg Pad: 210'S, 1240'W(1) 6.0 103.6 19.4 2 96.5 363 Bldg Pad: 220'S, 1200'W (1) 6.0 104.2 18.1 2 97.1 364 Bldg Pad: 230'S, 1160'W(1) 6.0 104.0 18.6 2 96.8 365 Bldg Pad: 240'S, 11 OO'W (1) 6.0 105.2 17.4 2 98.0 366 Bldg Pad: 260'S, 1050'W(1) 6.0 103.3 19.0 2 96.2 367 Bldg Pad: 280'S, 1000'W(1) 6.0 102.0 20.1 2 95.0 368 Bldg Pad: 290'S, 940'W(1) 6.0 102.6 19.6 2 95.6 369 Bldg Pad: 195'S, 910'W(1) 6.0 97.5 24.1 4 94.9 370 Bldg Pad: 180'8, 980'W(1) 6.0 96.7 24.6 4 94.1 371 Bldg Pad: 165'S, 1020'W(1) 6.0 102.3 19.3 2 95.3 372 Bldg Pad: 150'S, 1075'W(1) 6.0 102.7 19.0 2 95.7 373 Bldg Pad: 135'S, 1105'W(1) 6.0 103.3 18.6 2 96.2 374 Bldg Pad: 120'S, 1135'W (1) 6.0 101.0 21.0 2 94.0 375 Bldg Pad: 105'S, 1200'W(1) 6.0 100.6 21.4 2 93.7 376 Bldg Pad: 95'S, 1240'W (1) 6.0 97.1 24.7 4 94.5 377 Bldg Pad: 80'S, 1190'W(1) 6.0 95.7 25.4 4 93.1 378 Bldg Pad: 65'S, 1140'W(1) 6.0 97.3 24.9 4 94.7 379 Bldg Pad: 50'S, 1090'W(1) 6.0 102.6 20.2 2 95.6 380 Bldg Pad: 35'S, 1050'W(1) 6.0 103.2 19.8 2 96.2 381 Bldg Pad: 20'S, 1000'W(1) 6.0 102.8 19.0 2 95.8 382 Bldg Pad: 5'S, 940'W(1) 6.0 102.6 19.1 2 95.6 383 Bldg Pad: 205'S, 890'W(1) 6.0 103.1 18.3 2 96.1 384 Bldg Pad: 220'S, 850'W(1) 6.0 97.4 24.5 4 94.8 385 Bid Pad: 235'S, 810'W 1 6.0 97.2 23.7 4 94.6 2424 STUTZ DR. . SUITE 400 . DALLAS. TX 75235 . TEL (214) 3505600 . FAX (214) 3500019 REPORT NO. 12 REPORT DATE: 05-17-06 REG PROJECT NO. 13335 PAGE: 2 of 2 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) (%) 10 Level (%) 386 05-02-06 Bldg Pad: 250'S, 760'W(1) 6.0 98.6 23.1 4 95.9 387 Bldg Pad: 265'S, 720'W(1) 6.0 99.8 21.8 4 97.1 388 Bldg Pad: 280'S, 670'W (1) 6.0 103.6 18.0 2 96.5 389 Bldg Pad: 290'S, 600'W(1) 6.0 105.2 17.5 2 98.0 390 Bldg Pad: 300'S, 545'W(1) 6.0 103.8 18.6 2 96.7 391 05-03-06 Bldg Pad: 110'S, 550'W(1) 6.0 100.5 21.3 2 93.6 392 Bldg Pad: 115'S, 600'W(1) 6.0 100.9 21.0 2 94.0 393 Bldg Pad: 130'S, 650'W (1) 6.0 101.5 20.7 2 94.6 394 Bldg Pad: 145'S, 700'W(1) 6.0 101.0 21.1 2 94.1 395 Bldg Pad: 160'S, 750'W(1) 6.0 97.6 23.7 4 95.0 396 Bldg Pad: 175'S, 800'W(1) 6.0 96.9 24.4 4 94.3 397 Bldg Pad: 185'S, 850'W(1) 6.0 97.3 24.0 4 94.7 398 Bldg Pad: 200'S, 900'W(1) 6.0 98.0 23.5 4 95.4 399 Bldg Pad: 190'S, 950'W(1) 5.0 101.6 20.3 2 94.7 400 Bldg Pad: 175'S, 980'W(1) 5.0 101.0 21.0 2 94.1 401 Bldg Pad: 160'S, 1020'W(1) 5.0 102.8 19.5 2 95.8 402 Bldg Pad: 150'8, 1075'W(1) 5.0 97.6 24.0 4 95.0 403 Bldg Pad: 140'S, 1110'W(1) 5.0 97.3 24.1 4 94.7 404 Bldg Pad: 125'S, 1200'W(1) 5.0 96.4 25.5 4 93.8 405 Bldg Pad: 105'S, 1230'W(1) 5.0 102.2 19.4 2 95.2 406 Bldg Pad: 95'8, 1210'W(1) 5.0 98.2 23.5 4 95.6 407 Bldg Pad: 85'S, 1165'W(1) 5.0 103.1 18.2 2 96.0 408 Bldg Pad: 70'S, 1120'W(1) 5.0 103.5 18.7 2 96.4 409 Bldg Pad: 60'8, 1 080'W(1) 5.0 99.8 21.6 4 97.1 410 Bldg Pad: 40'S, 1025'W(1) 5.0 98.4 23.1 4 95.8 411 Bldg Pad: 20'S, 980'W(1) 5.0 97.0 25.0 4 94.4 412 Bldg Pad: 10'S, 930'W(1) 5.0 96.7 25.2 4 94.1 413 Bldg Pad: 210'S, 910'W(1) 5.0 97.6 24.0 4 95.0 414 Bldg Pad: 230'S, 985'W(1) 5.0 98.2 23.7 4 95.6 415 Bldg Pad: 245'S, 1015'W(1) 5.0 98.6 23.1 4 96.0 416 Bldg Pad: 255'S, 1080'W(1) 5.0 97.9 23.5 4 95.3 417 Bldg Pad: 270'S, 1140'W(1) 5.0 97.6 22.8 4 95.0 418 Bldg Pad: 285'S, 1200'W (1) 5.0 97.2 23.1 4 94.6 419 Bldq Pad: 300'S, 1250'W(1) 5.0 97.7 23.4 4 95.1 Comments: Where tested, materials were in compliance with project specifications. Footnote: (1) Measurements referenced from N.E. building corner. Mail Distribution: (1) IDI/Mr. Chris Parnell (1) Raymond Construction/ Mr. David Layne Submitted by: REED ENGINEERING GROUP, LTD. Original Signed By Bill Woolwine Sr. Manager, CMT BW fen