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Coppell Ind 2- LR150731
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019 REPORT OF FIELD DENSITY TESTS Tradepoint Business Park Building 1B Expansion 980 W. Bethel Road Coppell, Texas REPORTED TO: Hillwood Investment Properties 3090 Olive Street, Suite 300 Dallas, Texas 75219 ATTN: Mr. Mike Jones REPORT NO. 66 REPORT DATE: 07-31-15 REG PROJECT NO. 20346 TECHNICIAN: T. Jones PAGE: 1 of 4 CONTRACTOR: Hillwood Construction Services Proctor No. ASTM Standard Description Optimum Moisture, % Maximum Density, PCF 1 D-698 Dark brown & tan clay 24.1 97.3 2 D-698 Yellowish brown clay w/calcareous nodules 23.3 97.2 3 D-698 Dark gray clay 19.6 104.1 4 D-698 Dark brown clay (lime-treated) 25.0 90.6 Test No. Date Location Depth Below Final S. G. (feet) Field Density (pcf) Field Moisture (%) Proctor ID Compaction Level (%) 581 07-13-15 Bldg Pad: 567’S, 50’E(1) 6.0 90.1 28.5 1 92.6 582 Bldg Pad: 579’S, 150’E(1) 6.0 89.9 28.7 1 92.4 583 Bldg Pad: 581’S, 250’E(1) 6.0 90.4 28.2 1 92.9 584 Bldg Pad: 595’S, 350’E(1) 6.0 89.6 29.0 1 92.1 585 Bldg Pad: 553’S, 450’E(1) 6.0 91.2 27.4 1 93.7 586 Bldg Pad: 508’S, 50’E(1) 5.0 92.0 26.6 1 94.6 587 Bldg Pad: 542’S, 150’E(1) 5.0 91.7 26.9 1 94.2 588 Bldg Pad: 516’S, 250’E(1) 5.0 90.3 28.3 1 92.8 589 Bldg Pad: 534’S, 350’E(1) 5.0 91.4 27.2 1 93.9 590 Bldg Pad: 525’S, 450’E(1) 5.0 90.6 28.0 1 93.1 591 Water Line A: STA 2+25 1.0 99.8 22.0 3 95.8 592 Water Line A: STA 3+50 0.0 100.4 21.1 3 96.4 593 Water Line A: STA 1+75 0.0 100.2 21.6 3 96.3 594 07-14-15 Bldg Pad: 575’S, 38’E(1) 5.0 90.9 27.7 1 93.4 595 Bldg Pad: 575’S, 117’E(1) 5.0 90.2 28.4 1 92.7 596 Bldg Pad: 575’S, 221’E(1) 5.0 89.7 28.9 1 92.2 597 Bldg Pad: 575’S, 346’E(1) 5.0 90.0 28.6 1 92.5 598 Bldg Pad: 575’S, 404’E(1) 5.0 91.1 27.5 1 93.6 599 Bldg Pad: 575’S, 12’E(1) 4.0 91.5 26.2 2 94.1 REPORT NO. 66 REPORT DATE: 07-31-15 REG PROJECT NO. 20346 PAGE: 2 of 4 Test No. Date Location Depth Below Final S. G. (feet) Field Density (pcf) Field Moisture (%) Proctor ID Compaction Level (%) 600 07-14-15 Bldg Pad: 575’S, 105’E(1) 4.0 90.6 27.1 2 93.2 601 Bldg Pad: 575’S, 209’E(1) 4.0 89.9 27.8 2 92.5 602 Bldg Pad: 575’S, 333’E(1) 4.0 90.8 26.9 2 93.4 603 Bldg Pad: 575’S, 427’E(1) 4.0 91.9 25.8 2 94.5 604 07-15-15 Bldg Pad: 565’S, 93’E(1) 4.0 90.9 26.5 2 93.5 605 Bldg Pad: 590’S, 186’E(1) 4.0 90.0 27.4 2 92.6 606 Bldg Pad: 582’S, 279’E(1) 4.0 91.4 25.9 2 94.0 607 Bldg Pad: 567’S, 387’E(1) 4.0 90.5 26.9 2 93.1 608 Bldg Pad: 577’S, 455’E(1) 4.0 91.1 26.3 2 93.7 609 Bldg Pad: 508’S, 488’E(1) 3.0 91.3 27.2 1 93.8 610 Bldg Pad: 546’S, 396’E(1) 3.0 92.2 26.3 1 94.8 611 Bldg Pad: 539’S, 271’E(1) 3.0 91.7 26.8 1 94.2 612 Bldg Pad: 514’S, 168’E(1) 3.0 91.0 27.5 1 93.5 613 Bldg Pad: 523’S, 80’E(1) 3.0 92.5 25.9 1 95.1 614 07-16-15 Bldg Pad: 551’S, 50’E(1) 3.0 90.6 27.9 1 93.1 615 Bldg Pad: 573’S, 150’E(1) 3.0 90.1 28.4 1 92.6 616 Bldg Pad: 596’S, 250’E(1) 3.0 90.8 27.7 1 93.3 617 Bldg Pad: 580’S, 350’E(1) 3.0 91.2 27.3 1 93.7 618 Bldg Pad: 564’S, 450’E(1) 3.0 90.3 28.2 1 92.8 619 Bldg Pad: 535’S, 450’E(1) 2.0 97.1 23.3 3 93.3 620 Bldg Pad: 521’S, 350’E(1) 2.0 96.5 23.9 3 92.7 621 Bldg Pad: 549’S, 250’E(1) 2.0 96.2 24.2 3 92.4 622 Bldg Pad: 511’S, 150’E(1) 2.0 97.7 22.7 3 93.9 623 Bldg Pad: 506’S, 50’E(1) 2.0 97.3 23.1 3 93.5 624 Bldg Pad: 575’S, 77’E(1) 2.0 98.2 22.2 3 94.3 625 Bldg Pad: 575’S, 128’E(1) 2.0 96.9 23.5 3 93.1 626 Bldg Pad: 575’S, 264’E(1) 2.0 98.5 22.0 3 94.6 627 Bldg Pad: 575’S, 337’E(1) 2.0 97.8 22.6 3 93.9 628 Bldg Pad: 575’S, 476’E(1) 2.0 96.7 23.7 3 92.9 629 07-17-15 Bldg Pad: 605’S, 50’E(1) 8.0 89.6 28.1 2 92.2 630 Bldg Pad: 615’S, 138’E(1) 8.0 90.2 27.5 2 92.8 631 Bldg Pad: 625’S, 256’E(1) 8.0 91.8 25.9 2 94.4 632 Bldg Pad: 635’S, 373’E(1) 8.0 89.8 27.9 2 92.4 633 Bldg Pad: 645’S, 450’E(1) 8.0 90.5 27.2 2 93.1 634 Bldg Pad: 655’S, 28’E(1) 8.0 89.9 27.8 2 92.5 635 Bldg Pad: 665’S, 166’E(1) 8.0 91.4 26.3 2 94.0 636 Bldg Pad: 675’S, 244’E(1) 8.0 90.7 27.0 2 93.3 637 Bldg Pad: 685’S, 330’E(1) 8.0 91.1 26.6 2 93.7 638 Bldg Pad: 695’S, 487’E(1) 8.0 89.5 28.2 2 92.1 639 Bldg Pad: 628’S, 433’E(1) 7.0 89.9 28.7 1 92.4 640 Bldg Pad: 617’S, 321’E(1) 7.0 90.4 28.2 1 92.9 641 Bldg Pad: 635’S, 274’E(1) 7.0 91.2 27.4 1 93.7 642 Bldg Pad: 642’S, 168’E(1) 7.0 89.6 29.0 1 92.1 643 Bldg Pad: 609’S, 65’E(1) 7.0 90.8 27.8 1 93.3 644 Bldg Pad: 686’S, 17’E(1) 7.0 91.6 27.0 1 94.1 645 Bldg Pad: 667’S, 111’E(1) 7.0 90.9 27.7 1 93.4 REPORT NO. 66 REPORT DATE: 07-31-15 REG PROJECT NO. 20346 PAGE: 3 of 4 Test No. Date Location Depth Below Final S. G. (feet) Field Density (pcf) Field Moisture (%) Proctor ID Compaction Level (%) 646 07-17-15 Bldg Pad: 673’S, 236’E(1) 7.0 90.5 28.1 1 93.0 647 Bldg Pad: 691’S, 347’E(1) 7.0 91.8 26.8 1 94.3 648 Bldg Pad: 670’S, 455’E(1) 7.0 89.8 28.8 1 92.3 649 Bldg Pad: 607’S, 30’E(1) 6.0 89.5 28.1 2 92.0 650 Bldg Pad: 620’S, 101’E(1) 6.0 90.4 27.2 2 93.0 651 Bldg Pad: 642’S, 281’E(1) 6.0 91.5 26.1 2 94.1 652 Bldg Pad: 614’S, 361’E(1) 6.0 89.7 27.9 2 92.3 653 Bldg Pad: 633’S, 417’E(1) 6.0 91.2 26.4 2 93.8 654 Bldg Pad: 671’S, 444’E(1) 6.0 90.1 27.5 2 92.7 655 Bldg Pad: 665’S, 327’E(1) 6.0 91.6 26.0 2 94.2 656 Bldg Pad: 690’S, 269’E(1) 6.0 91.7 25.9 2 94.3 657 Bldg Pad: 682’S, 190’E(1) 6.0 90.3 27.3 2 92.9 658 Bldg Pad: 687’S, 90’E(1) 6.0 91.3 26.3 2 93.9 659 07-18-15 Bldg Pad: 611’S, 11’E(1) 5.0 89.7 28.9 1 92.2 660 Bldg Pad: 628’S, 123’E(1) 5.0 91.3 26.4 1 93.8 661 Bldg Pad: 604’S, 209’E(1) 5.0 89.9 28.7 1 92.4 662 Bldg Pad: 615’S, 331’E(1) 5.0 92.0 25.7 1 94.6 663 Bldg Pad: 630’S, 446’E(1) 5.0 91.1 26.6 1 93.6 664 Bldg Pad: 652’S, 442’E(1) 5.0 92.6 25.1 1 95.2 665 Bldg Pad: 688’S, 334’E(1) 5.0 91.8 25.9 1 94.3 666 Bldg Pad: 673’S, 228E(1) 5.0 91.5 26.2 1 94.0 667 Bldg Pad: 660’S, 115’E(1) 5.0 90.6 28.0 1 93.1 668 Bldg Pad: 665’S, 27’E(1) 5.0 90.3 28.3 1 92.8 669 Bldg Pad: 625’S, 87’E(1) 4.0 90.0 27.7 2 92.6 670 Bldg Pad: 625’S, 191’E(1) 4.0 89.7 28.0 2 92.3 671 Bldg Pad: 625’S, 274’E(1) 4.0 90.5 27.2 2 93.1 672 Bldg Pad: 625’S, 369’E(1) 4.0 91.3 26.4 2 93.9 673 Bldg Pad: 625’S, 455’E(1) 4.0 89.9 27.8 2 92.5 674 Bldg Pad: 675’S, 490’E(1) 4.0 91.0 26.7 2 93.6 675 Bldg Pad: 675’S, 388’E(1) 4.0 89.5 28.2 2 92.1 676 Bldg Pad: 675’S, 276’E(1) 4.0 90.5 27.2 2 93.1 677 Bldg Pad: 675’S, 164’E(1) 4.0 91.9 25.8 2 94.5 678 Bldg Pad: 675’S, 55’E(1) 4.0 90.9 26.8 2 93.5 679 Bldg Pad: 643’S, 50’E(1) 3.0 90.6 28.0 1 93.1 680 Bldg Pad: 609’S, 150’E(1) 3.0 89.9 28.7 1 92.4 681 Bldg Pad: 632’S, 250’E(1) 3.0 91.2 27.4 1 93.7 682 Bldg Pad: 617’S, 350’E(1) 3.0 90.9 27.7 1 93.4 683 Bldg Pad: 637S,450’E(1) 3.0 91.8 26.8 1 94.3 684 Bldg Pad: 695’S, 450’E(1) 3.0 91.0 27.6 1 93.5 685 Bldg Pad: 661’S, 350’E(1) 3.0 90.7 27.9 1 93.2 686 Bldg Pad: 686’S, 250’E(1) 3.0 91.5 27.1 1 94.0 687 Bldg Pad: 674’S, 150’E(1) 3.0 92.0 26.6 1 94.6 688 Bldg Pad: 680’S, 50’E(1) 3.0 92.2 26.4 1 94.8 689 07-20-15 Bldg Pad: 685’S, 70’E(1) 2.0 91.8 27.7 1 94.3 690 Bldg Pad: 685’S, 134’E(1) 2.0 92.9 26.6 1 95.5 691 Bldg Pad: 685’S, 253’E(1) 2.0 91.5 28.0 1 94.0 REPORT NO. 66 REPORT DATE: 07-31-15 REG PROJECT NO. 20346 PAGE: 4 of 4 Test No. Date Location Depth Below Final S. G. (feet) Field Density (pcf) Field Moisture (%) Proctor ID Compaction Level (%) 692 07-20-15 Bldg Pad: 685’S, 316’E(1) 2.0 93.0 26.5 1 95.6 693 Bldg Pad: 685’S, 478’E(1) 2.0 92.7 26.8 1 95.3 694 Bldg Pad: 635’S, 421’E(1) 2.0 91.6 27.9 1 94.1 695 Bldg Pad: 635’S, 361’E(1) 2.0 91.3 28.2 1 93.8 696 Bldg Pad: 635’S, 272’E(1) 2.0 93.4 26.1 1 96.0 697 Bldg Pad: 635’S, 170’E(1) 2.0 92.3 27.2 1 94.9 698 Bldg Pad: 635’S, 30’E(1) 2.0 91.4 28.1 1 93.9 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from NW building corner. E-Mail Distribution: (1) Hillwood Investment Properties/ Mr. Mike Jones (1) Hillwood Investment Properties/ Ms. Sandy Carroll (1) Hillwood Construction Services/ Mr. David Grayson (1) Hillwood Construction Services/ Mr. Tom McConnell (1) City of Coppell/Mr. O’Dell Submitted by: REED ENGINEERING GROUP, LTD. Registration Number F-3114 Bill Woolwine Sr. Manager, CMT BW/jm