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Coppell Ind 2-LR040802
GEOTECHNICAL AND r~ F~ r--~ U I=~ ENVIRONMENTAL 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 Proctorl ASTMI No. Standard I 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. 17 REPORT DATE: 08-02-04 REG PROJECT NO. 11300 TECHNICIAN: M. Lawson PAGE: I of 3 Optimum Maximum Mo sture, % Density, PCF 19.1 100.7 20.2 103.3 19.1 103.5 19.7 102.6 17.5 105.8 'est ~Io. Date Location ~04 07-19-04 Bldg Pad: 550'N, 20'E(1) 505 506 507 508 509 510 511 512 513 514 515 516 517 518 519 520 521 522 523 524 Bldg Pad: 325'N, 20'E(1) Bldg Pad: 350'N, 40'E(1) Bldg Pad: 500'N, 40'E(1) Bldg Pad: 525'N, 20'E(1) Bldg Pad: 350'N, 20'E(1) Bldg Pad: 325'N, 45'E(1) BIdg Pad: 550'N, 45'E(1) Bldg Pad: 500'N 10'E(1) Bldg Pad: 375'N 10'E(1) BIdg Pad: 325'N 35'E(1) Bldg Pad: 550'N 35'E(1) Bldg Pad: 375'N 15'E(1) Bldg Pad: 525'N t5'E(1) Bidg Pad: 525'N 40'E(1) Bldg Pad: 325'N 40'E(1) Bldg Pad: 325'N 20'E(1) Bldg Pad: 500'N 20'E(1) BIdg Pad: 500'N 40'E(1) Bldg Pad: 350'N, 40'E(1 ) BId~l Pad: 350'N, 75'W(1) Depth I Below Field Field Final S.G. Density Moisture (feet) (pcf) (%) 4.5 99.2 23.0 4.5 97.6 24.5 4.5 98.0 23.5 4.5 98.5 23.7 4.0 98.1 24.0 4.0 99.5 22.8 4.0 97.4 23.7 4.0 96.9 24.1 3.5 99.5 22.8 3.5 98.3 23.2 3.5 99.9 22.5 3.5 100.4 22.5 3.0 97.8 23.8 3.0 98.0 23.9 3.0 100.1 22.0 3.0 100.0 23.6 2.5 97.4 24.7 2.5 98.8 23.4 2.5 99.1 22.5 2.5 99.6 22.9 2.0 96.3 25.1 Pr~;tor ClOemvPea ~tlo/o; n 2 96.0 2 94.5 2 94.9 2 95.4 2 95.0 2 96.3 2 94.3 2 93.8 2 96.3 2 95.2 2 96.7 2 97.2 2 94.7 2 94.9 2 96.9 2 96.8 2 94.3 2 95.6 2 95.9 2 96.4 2 93.2 REPORT NO. 17 REPORT DATE: 08-02-04 REG PROJECT NO. 11300 PAGE: 2 of 3 Test No. Date Location 525 07-19-04 526 527 528 529 530 531 532 533 534 535 536 537 538 539 Bldg Pad: 500'N, 15'W(1) Bldg Pad: 325'N, 40'W(1) Bid9 Pad: 500'N, 40'W(1) Bldg Pad: 490'N, 10'W(1) Bldg Pad: 350'N, 10'W(1) Bldg Pad: 575'N, 40'W(1) Bldg Pad: 350'N, 40'W(1) Bldg Pad: 525'N, 15'W(1) Bldg Pad: 325'N, 15'W(1) Bldg Pad: 325'N, 40'W(1) Bldg Pad: 500'N, 40'W(1) Bldg Pad: 500'N, 10'W(1) Bldg Pad: 325'N, 10'W(1) Bldg Pad: 500'N, 45'W(1) Bldg Pad: 325'N, 45'W(1) 540 07-20-04 Bldg Pad: 650'N, 25'W(1) 541 542 543 544 545 546 547 548 549 550 551 552 553 554 555 556 557 558 559 560 561 562 563 564 565 566 Bldg Pad: 800'N. 20'W(1) Bldg Pad: 775'N. 40'W(1 ) Bldg Pad: 625'N. 40'W(1) Bldg Pad: 800'N 10'W(1) Bldg Pad: 650'N 10'W(1) Bldg Pad: 800'N 40'W(1) Bldg Pad: 750'N 40'W(1) Bldg Pad: 825'N 15'W(1) Bldg Pad: 775'N 15'W(1) Bldg Pad: 650'N 40'W(1) Bldg Pad: 825'N 40'W(1) Bldg Pad: 625'N 20'W(1) Bldg Pad: 825'N 20'W(1) Bldg Pad: 650'N 45'W(1) Bldg Pad: 775'N 45'W(1) Bldg Pad: 625'N 10'W(1) Bldg Pad: 800'N 10'W(1) Bldg Pad: 650'N 40'W(1) Bldg Pad: 825'N 40'W(1) Bldg Pad: 800'N 10'W(1) Bldg Pad: 650'N 10'W(1) Bldg Pad: 625'N 40'W(1) Bldg Pad: 825'N 40'W(1) Bldg Pad: 775'N 15'W(1) Bldg Pad: 650'N 15'W(1) BId~l Pad: 650'N 45'W(1) Depth Below Final S. G. (feet) 2.0 2.0 2.0 1.5 1.5 1.5 1.5 1.0 1.0 1.0 1.0 0.5 0.5 0.5 0.5 10.0 10.0 10.0 10.0 9.5 9.5 9.5 9.5 9.0 9.0 9.0 9.0 8.5 8.5 8.5 8.5 8.0 8.0 8.0 8.0 7.5 7.5 7.5 7.5 7.0 7.0 7.0 Field Density (pcf) 99.2 97.6 97.9 98.4 96.7 99.4 100.4 96.5 97.1 96.0 96.5 97.1 96.4 99.4 97.3 99.4 95.7 98.1 96.4 96.9 97.7 99.9 97.6 100.4 96.0 95.8 99,2 98.4 98.4 96.9 97.9 100.2 99.1 99.3 99.7 95.7 99.2 96.9 97.2 98.5 99.9 100.4 Field Moisture (%) 23.4 22.9 23.0 22.9 24.9 23.6 22.0 25.1 23.5 25.7 25.0 36.1 23.1 22.3 23.8 23.1 25.2 23.0 24.7 24.0 23.6 22.4 23.8 22.0 25.2 25.0 23.2 22.8 23.8 25.1 24.2 22.3 21.4 22.7 23.4 25.1 23.2 24.6 23.7 23.0 22.4 22.0 Proctor ID 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ;ompactlon Level (%) 96.0 94.2 94.8 95.3 93.6 96.2 97.2 93.4 94.0 92.9 93.4 94.0 93.3 96.2 94.2 96.2 92.6 95.0 93.3 93.8 94.6 96.7 94.5 97.2 92.9 92.7 96.0 95.3 95.3 93.8 94.8 97.0 95.9 96.1 96.5 92.6 96.0 93.8 94.1 95.4 96.7 97.2 REPORT NO. 17 REPORT DATE: 08-02-04 REG PROJECT NO. 11300 PAGE: 3 of 3 Test No. Date Location 567 07-20-04 Bldg Pad: 800'N, 45'W(1) 568 569 570 571 572 573 574 575 Depth I Below I Field I Field Final S.G. Density Moisture (feet) (pcf) (%) 7.0 97.5 24.1 Bldg Pad: 650'N, 10'W(1) 6.5 96.2 24.1 Bldg Pad: 800'N, 10'W(1) 6.5 95.5 25.6 Bldg Pad: 625'N, 40'W(1) 6.5 96.7 24.0 Bldg Pad: 810'N, 40'W(1) 6.5 97.1 23.2 Bldg Pad: 675'N, 20'W(1) 6.0 99.0 22.8 Bldg Pad: 800'N, 20'W(1) 6.0 98.4 22.9 Bldg Pad: 800'N, 35'W(1) 6.0 98.8 23.4 BId~l Pad: 625'N, 35'W(1) 6.0 97.0 24.7 Pr~tor CiO~lvPe~ ~ti,/o~ n 2 94.4 2 93.1 2 92.4 2 93.6 2 94,0 2 95.8 2 95.3 2 95.6 2 93.9 Comments: Where tested, materials were in compliance with project specifications. Footnote: (1) Measurements referenced from S.W. corner of Building 1. Mall Distribution: (1) Hillwood Fund No. 1, LP/ Mr, Albert Jarrell (1) Hillwood Construction Services/ Mr. Ralph Rucker (1) R.G.A. Architects/Mr. Rick GilHland (1) Halff Associates/ Mr. Stephen Crewford Submitted by: REED ENGINEERING GROUP, LTD. Original Signed By Keith E. Atkins Manager, CMT BW/cn GEOTECHNICALAND ~ ~ I'-1 I I F:~ ENVIRONMENTAL 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. 16 REPORT DATE: 08-02-04 REG PROJECT NO. 11300 TECHNICIAN: M. Lawson PAGE: 1 of 4 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 Teat No. Date Location 405 07-14-04 Bldg Pad: 75'N, 20'E(1) 4O6 4O7 4O8 4O9 410 411 412 413 414 415 416 417 418 419 420 421 422 423 424 Bldg Pad: 250'N, 20'E(1) BIdg Pad: 275'N, 40'E(1) Bldg Pad: 50'N, 40'E(1) Bldg Pad: 100'N, 15'E(1) Bldg Pad: 275'N, 15'E(1) Bldg Pad: 275'N, 35'E(1) Bldg Pad: 100'N, 35'E(1) Bldg Pad: 100'N, 10'E(1) Bldg Pad: 250'N, 10'E(1) Bldg Pad: 275'N, 45'E(1) Bldg Pad: 100'N, 45'E(1) Bldg Pad: 250'N, 20'E(1) Bldg Pad: 75'N, 20'E(1) Bldg Pad: 100'N, 40'E(1) Bldg Pad: 275'N, 40'E(1) BIdg Pad: 100'N, 20'E(1) Bldg Pad: 250'N, 20'E(1) Bldg Pad: 250'N, 40'E(1) Bldg Pad: 100'N, 40'E(1) Depth Field Below I Field I Final S.G. Density Moisture (feet) (pcf) (%) 9.5 95.9 25.3 9.5 96.8 24.9 9,5 100.4 22.8 9.5 99.3 23.5 9.0 99.2 23.9 9.0 97.8 24.7 9.0 96.3 24.0 9.0 97.9 23.8 8.5 98.2 23.0 8.5 99.2 22.6 8.5 98.7 24.5 8.5 98.7 23.5 8.0 95.8 24.2 8.0 100.3 22.8 8.0 98.4 23.6 8.0 99.3 22.4 7.5 96.1 24.3 7.5 95.9 24.3 7.5 99.5 22.6 7.5 98.1 24.8 Proctor Compaction ID Level (%) 2 92.8 2 93.7 2 97.2 2 96.1 2 96.0 2 94.7 2 93.2 2 94.8 2 95.1 2 96.0 2 94.3 2 95.5 2 93.7 2 97.1 2 95.3 2 96.1 2 93.0 2 92.8 2 96.3 2 95.0 REPORT NO. 16 REPORT DATE: 08-02-04 REG PROJECT NO. 11300 PAGE: 2 of 4 Test No. Date Location 425 426 427 428 429 430 431 432 433 434 435 436 437 438 439 440 441 442 443 444 445 446 447 448 449 450 451 452 453 454 455 456 457 458 459 460 461 462 463 464 07-15-04 Bldg Pad: 100'N, 20'E(1) Bldg Pad: 280'N, 20'E(1) Bldg Pad: 75'N, 40'E(1) Bldg Pad: 225'N, 40'E(1) Bldg Pad: 250'N, 15'E(1) Bldg Pad: 75'N, 15'E(1) Bldg Pad: 100'N, 35'E(1) Bldg Pad: 250'N, 35'E(1) Bldg Pad: 250'N, 10'E(1) Bldg Pad: 100'N, 10'E(1) Bldg Pad: 100'N, 40'E(1) Bldg Pad: 275'N, 40'E(1) Bldg Pad: 275'N, 15'E(1) Bldg Pad: 100'N, 15'E(1) Bldg Pad: 250'N, 35'E(1) Bldg Pad: 75'N, 35'E(1) Bldg Pad: 100'N, 20'E(1) Bidg Pad: 225'N, 20'E(1) Bldg Pad: 275'N, 40'E(1) Bldg Pad: 100'N, 40'E(1) Bldg Pad: 110'N, 10'E(1) Bldg Pad: 250'N, 10'E(1) Bldg Pad: 100'N, 40'E(1) Bldg Pad: 275'N, 40'E(1) Bldg Pad: 100'N, 10'E(1) Bldg Pad: 250'N, 10'E(1) Bldg Pad: 75'N, 40'E(1) Bldg Pad: 225'N, 40'E(1) Bldg Pad: 275'N, 20'E(1) Bldg Pad: 100'N, 20'E(1) Bldg Pad: 250'N, 35'E(1) Bldg Pad: 100'N, 35'E(1) Bldg Pad: 75'N, 15'E(1) Bldg Pad: 275'N, 15'E(1) Bldg Pad: 250'N, 40'E(1) Bldg Pad: 100'N, 40'E(1) Bldg Pad: 100'N, 20'E(1) BIdg Pad: 250'N, 20'E(1) Bldg Pad: 275'N, 40'E(1) BId~l Pad: 75'N. 40'E(1) Depth Field Below Field Final S.G. Density Moisture (feet) (pcf) (%) 7.0 98.1 24.0 7.0 97.8 23.6 7.0 98.2 24.8 7.0 99.2 22.4 6.5 100.0 23.4 6.5 99.3 23.4 6.5 100.3 22.8 6.5 97.6 24.7 6.0 96. 24.5 6.0 197.8 23.2 6.0 95,1 25.1 6.0 96.6 24.3 5.5 100.1 22.2 5.5 97.2 23.6 5.5 98.3 24.2 5.5 97.4 23.1 5.0 98,2 23.8 5.0 100.0 22.1 5,0 96.7 24.6 5.0 95.6 25.1 4.5 98.5 23.1 4.5 100,2 22.5 4.5 97.8 23.7 4.5 96.2 25.1 4.0 97.6 24.1 4.0 98.4 23.6 4.0 96.9 24.5 4.0 96.0 25.3 3.5 100.0 23.0 3.5 100.7 22.8 3.5 99.3 23.2 3.5 97.2 23.8 3.0 98.1 23.8 3.0 98.1 23.0 3.O 97.O 24.6 3.0 96.9 24.9 2.5 99.5 23.0 2.5 99.1 22.8 2.5 100.1 22.7 2.5 96.8 24.0 Proctor Compaction ID Level (%) 2 95.0 2 94.7 2 95.1 2 96.0 2 96.8 2 96.1 2 97.1 2 94.5 2 93.0 2 94.7 2 92.1 2 93.5 2 96.9 2 94.1 2 95.2 2 94.3 2 95.1 2 96.8 2 93.6 2 92.5 2 95.4 2 97.0 2 94.7 2 93.1 2 94.5 2 95.3 2 93.8 2 92.9 2 96.8 2 97.5 2 96.1 2 94.1 2 95.0 2 95.0 2 93.9 2 93.8 2 96.3 2 95.9 2 96.9 2 93.7 REPORT NO. 16 REPORT DATE: 08-02-04 REG PROJECT NO. 11300 PAGE: 3of4 Test No. Date Location 465 07-16-04 466 467 468 469 470 471 472 473 474 475 476 477 478 479 480 481 481 482 483 484 485 486 487 488 489 490 491 492 493 494 495 496 497 498 499 500 501 502 503 Bldg Pad: 100'N, 20'E(1) Bldg Pad: 250'N, 15'E(1) Bldg Pad: 75'N, 40'E(1) Bldg Pad: 275'N, 45'E(1) Bldg Pad: 100'N, 10'E(1) Bldg Pad: 250'N, 10'E(1) Bldg Pad: 100'N, 40'E(1) Bldg Pad: 225'N, 40'E(1) Bidg Pad: 75'N, 20'E(1) Bldg Pad: 275'N, 20'E(1) Bldg Pad: 100'N, 40'E(1) Bldg Pad: 280'N, 40'E(1) Bldg Pad: 100'N, 20'E(1) Bldg Pad: 225'N, 20'E(1) Bldg Pad: 100'N, 40'E(1) Bldg Pad: 275'N, 40'E(1) Bldg Pad: 400'N, 20'E(1) BIdg Pad: 575'N, 20'E(1) Bldg Pad: 350'N, 40'E(1) Bldg Pad: 550'N, 40'E(1) Bldg Pad: 350'N 15'E(1) Bldg Pad: 575'N 15'E(1) Bldg Pad: 350'N 45'E(1) Bldg Pad: 550'N 45'E(1) Bldg Pad: 375'N 20'E(1) Bldg Pad: 575'N 20'E(1) Bldg Pad: 325'N 35'E(1) Bldg Pad: 500'N 35'E(1) Bldg Pad: 500'N 20'E(1) Bldg Pad: 350'N 20'E(1) Bldg Pad: 375'N 35E(1) Bldg Pad: 525'N, 35'E(1) Bldg Pad: 350'N, 15'E(1) Bldg Pad: 550'N, 15'E(1) Bldg Pad: 500'N, 40'E(1) Bldg Pad: 375'N, 40'E(1) Bldg Pad: 500'N, 10'E(1) Bldg Pad: 350'N, 10'E(1) Bldg Pad: 375'N, 35'E(1) BId~l Pad: 550'N, 35'E(1) Depth Below Final S. G. (feet) 2.0 2.0 2.0 2.0 1.5 1.5 1.5 1.5 1.0 1.0 1.0 1.0 0.5 0.5 0.5 0.5 10.0 10.0 10.0 10.0 9.5 9.5 9.5 9.5 9.0 9.0 9.0 9.0 8.5 8.5 8.5 8.5 8.0 8.0 8.0 8.0 7.5 7.5 7.5 7.5 Field Density (pcfl 100.0 97.2 96.0 98.1 98.5 97.7 99.5 99.0 98.3 97.1 99.9 100.3 99.1 99.5 99.3 97.6 97.6 98.5 97.4 97.9 97.8 99.2 97.5 99.8 98.7 98.5 98.0 97.5 100.3 99.5 98.8 100.0 97.7 100.4 100.0 98.2 99.0 97.5 99.8 98.5 Field Moisture Proctor (%) D 23.3 24.7 24.9 23.0 22.7 23.5 23.0 22.5 23.9 24.1 22.7 22.5 23.4 23.7 22.5 23.6 23.8 23.0 23.9 24.4 23.1 22.4 24.0 23.0 23.2 23.5 24.1 24.8 21.8 22.5 23.9 22.5 24.4 22.1 23.2 24.1 22.6 24.0 23.5 23.5 Compaction Level (%) 2 96.8 2 94.1 2 92.9 2 95.0 2 95.4 2 94.6 2 96.3 2 95.8 2 95.2 2 94.0 2 96.7 2 97.1 2 95.9 2 96.3 2 96.1 2 94.5 2 94.5 2 95.4 2 94.3 2 94.0 2 94.7 2 96.0 2 94.4 2 96.6 2 95.5 2 95.4 2 94.9 2 94.4 2 97.1 2 96.3 2 95.6 2 96.8 2 94.6 2 97.2 2 96.8 2 95.1 2 95.8 2 94.4 2 96.6 2 95.4 REPORT NO. 16 REPORT DATE: 08-02-04 REG PROJECT NO. 11300 PAGE: 4of4 Comments: Where tested, materials were in compliance with project specifications. Footnote: (1) 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. Odginal Signed By Keith E. Atkins Manager, CMT ML/cn