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Coppell Ind 2-LR130225 (2)
REPORT OF FIELD DENSITY TESTS Tradepoint Center II Creekview Road & Freeport Parkway Coppell, Texas REPORTED TO:REPORT NO. Hillwood 156 3090 Olive Street, Suite 300 REPORT DATE: 02-25-13 Dallas, Texas 75219 REG PROJECT NO. 18520 ATTN: Mr. Kerry Roetzel TECHNICIAN: J. Bowers PAGE: 1 of 4 CONTRACTOR: Hillwood Construction Services ProctorASTMOptimumMaximum No.StandardDescriptionMoisture, % Density, PCF 1 D-698 Dark brown clay 20.6 101.0 Light gray clay w/trace reddish brown sandy 2D-698clay 20.4100.7 Dark brown, light gray & reddish brown sandy 3D-698clay 19.9102.5 4 D-698 Reddish brown & light gray sandy clay 19.9 101.6 5 D-4254 Reddish brown sand with some small gravel Min. 81.2 D-4253Max. 105.7 6 D-698 Dark brown clay (lime-treated) 21.3 99.5 7 D-698 Light brown clay (lime-treated) 24.3 94.7 8 D-698 Dark gray & dark brown clay (lime-treated) 28.0 86.2 9 D-698 Dark yellowish brown sandy clay w/calcareous 21.1 100.8 nodules Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 3500 02-13-13 Building Pad: 1125‘N, 25‘W(1) 6.0 95.3 22.7 1 94.4 3501 Building Pad: 1120‘N, 30‘W(1) 5.5 94.9 23.2 1 94.0 3502 Building Pad: 1130‘N, 35‘W(1) 5.0 95.8 22.3 1 94.9 3503 Building Pad: 1120‘N, 30‘W(1) 4.5 96.1 21.9 1 95.1 3504 Building Pad: 1125‘N, 40‘W(1) 4.0 94.4 22.7 1 93.5 3505 Building Pad: 1130‘N, 30‘W(1) 3.5 95.0 22.1 1 94.1 3506 Building Pad: 1120‘N, 25‘W(1) 3.0 95.6 21.8 1 94.7 3507 Building Pad: 1125‘N, 100‘W(1) 6.0 93.7 23.9 1 92.8 3508 Building Pad: 1130‘N, 105‘W(1) 5.5 93.5 24.3 1 92.6 3509 Building Pad: 1120‘N, 95‘W(1) 5.0 94.2 23.7 1 93.3 3510 Building Pad: 1125‘N, 110‘W(1) 4.5 95.1 22.6 1 94.2 3511 Building Pad: 1130‘N, 115‘W(1) 4.0 96.5 21.8 1 95.5 3512 Building Pad: 1120‘N, 100‘W(1) 3.5 95.4 22.3 1 94.5 3513 Building Pad: 1125‘N, 95‘W(1) 3.0 96.0 22.0 1 95.0 3514 Building Pad: 1125‘N, 200‘W(1) 6.0 94.4 22.6 1 93.5 3515 Building Pad: 1120‘N, 205‘W(1) 5.5 94.0 23.1 1 93.1 3516 Building Pad: 1130‘N, 210‘W(1) 5.0 93.8 24.0 1 92.9 3517 Building Pad: 1120‘N, 200‘W(1) 4.5 95.7 22.1 1 94.8 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019 TELFAX REPORT NO. 156 REPORT DATE: 02-25-13 REG PROJECT NO. 18520 TECHNICIAN: J. Bowers PAGE: 2 of 4 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 3518 02-13-13 Building Pad: 1130‘N, 210‘W(1) 4.0 96.3 21.8 1 95.3 3519 Building Pad: 1125‘N, 205‘W(1) 3.5 95.3 22.6 1 94.4 3520 Building Pad: 1135‘N, 200‘W(1) 3.0 94.8 23.4 1 93.9 3521 Building Pad: 1125‘N, 300‘W(1) 6.0 94.4 23.9 1 93.5 3522 Building Pad: 1130‘N, 305‘W(1) 5.5 93.9 24.5 1 93.0 3523 Building Pad: 1120‘N, 295‘W(1) 5.0 94.7 23.8 1 93.8 3524 Building Pad: 1125‘N, 290‘W(1) 4.5 95.4 22.4 1 94.5 3525 Building Pad: 1130‘N, 305‘W(1) 4.0 96.1 21.9 1 95.1 3526 Building Pad: 1135‘N, 310‘W(1) 3.5 95.0 22.2 1 94.1 3527 Building Pad: 1130‘N, 315‘W(1) 3.0 94.2 23.1 1 93.3 3528 Building Pad: 1125‘N, 400‘W(1) 6.0 94.9 22.7 1 94.0 3529 Building Pad: 1120‘N, 405‘W(1) 5.5 95.5 22.3 1 94.6 3530 Building Pad: 1130‘N, 410‘W(1) 5.0 95.8 22.0 1 94.9 3531 Building Pad: 1120‘N, 400‘W(1) 4.5 96.3 21.7 1 95.3 3532 Building Pad: 1125‘N, 410‘W(1) 4.0 94.5 23.0 1 93.6 3533 Building Pad: 1130‘N, 415‘W(1) 3.5 94.9 23.2 1 94.0 3534 Building Pad: 1125‘N, 405‘W(1) 3.0 94.0 23.8 1 93.1 3535 Building Pad: 1125‘N, 515‘W(1) 6.0 93.5 24.2 1 92.6 3536 Building Pad: 1130‘N, 520‘W(1) 5.5 93.7 24.0 1 92.8 3537 Building Pad: 1120‘N, 510‘W(1) 5.0 94.5 23.6 1 93.6 3538 Building Pad: 1125‘N, 530‘W(1) 4.5 95.1 22.5 1 94.2 3539 Building Pad: 1130‘N, 540‘W(1) 4.0 96.2 21.9 1 95.2 3540 Building Pad: 1120‘N, 535‘W(1) 3.5 94.8 22.8 1 93.9 3541 Building Pad: 1125‘N, 545‘W(1) 3.0 93.7 23.5 1 92.8 3542 Building Pad: 1175‘N, 50‘W(1) 6.0 94.4 23.1 1 93.5 3543 Building Pad: 1170‘N, 55‘W(1) 5.5 96.0 22.4 1 95.0 3544 Building Pad: 1180‘N, 60‘W(1) 5.0 96.5 21.9 1 95.5 3545 Building Pad: 1170‘N, 45‘W(1) 4.5 94.3 23.6 1 93.4 3546 Building Pad: 1170‘N, 55‘W(1) 4.0 94.7 23.2 1 93.8 3547 Building Pad: 1185‘N, 45‘W(1) 3.5 95.2 22.3 1 94.3 3548 Building Pad: 1180‘N, 40‘W(1) 3.0 95.6 22.0 1 94.7 3549 Building Pad: 1175‘N, 150‘W(1) 6.0 95.0 22.5 1 94.1 3550 Building Pad: 1180‘N, 155‘W(1) 5.5 96.4 21.8 1 95.4 3551 Building Pad: 1170‘N, 145‘W(1) 5.0 94.9 23.1 1 94.0 3552 Building Pad: 1180‘N, 160‘W(1) 4.5 95.3 22.5 1 94.4 3553 Building Pad: 1175‘N, 155‘W(1) 4.0 93.7 24.0 1 92.8 3554 Building Pad: 1180‘N, 150‘W(1) 3.5 93.3 24.2 1 92.4 3555 Building Pad: 1185‘N, 140‘W(1) 3.0 94.5 23.5 1 93.6 3556 Building Pad: 1175‘N, 250‘W(1) 6.0 94.1 24.3 1 93.2 3557 Building Pad: 1180‘N, 245‘W(1) 5.5 95.6 22.8 1 94.7 3558 Building Pad: 1170‘N, 240‘W(1) 5.0 95.2 22.4 1 94.3 3559 Building Pad: 1175‘N, 255‘W(1) 4.5 96.1 21.8 1 95.1 3560 Building Pad: 1185‘N, 240‘W(1) 4.0 96.0 21.9 1 95.0 3561 Building Pad: 1180‘N, 245‘W(1) 3.5 94.9 22.7 1 94.0 3562 Building Pad: 1175‘N, 255‘W(1) 3.0 94.4 23.1 1 93.5 3563 Building Pad: 1175‘N, 350‘W(1) 6.0 95.3 22.6 1 94.4 REPORT NO. 156 REPORT DATE: 02-25-13 REG PROJECT NO. 18520 TECHNICIAN: J. Bowers PAGE: 3 of 4 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 3564 02-13-13 Building Pad: 1180‘N, 355‘W(1) 5.5 95.8 22.1 1 94.9 3565 Building Pad: 1170‘N, 345‘W(1) 5.0 96.4 21.8 1 95.4 3566 Building Pad: 1175‘N, 360‘W(1) 4.5 95.5 22.0 1 94.6 3567 Building Pad: 1170‘N, 350‘W(1) 4.0 95.0 22.5 1 94.1 3568 Building Pad: 1180‘N, 355‘W(1) 3.5 95.3 22.1 1 94.4 3569 Building Pad: 1185‘N, 360‘W(1) 3.0 94.8 23.0 1 93.9 3570 Building Pad: 1175‘N, 450‘W(1) 6.0 95.7 21.8 1 94.8 3571 Building Pad: 1170‘N, 445‘W(1) 5.5 94.2 23.6 1 93.3 3572 Building Pad: 1175‘N, 460‘W(1) 5.0 93.5 24.4 1 92.6 3573 Building Pad: 1180‘N, 455‘W(1) 4.5 93.9 24.0 1 93.0 3574 Building Pad: 1170‘N, 440‘W(1) 4.0 94.7 23.2 1 93.8 3575 Building Pad: 1175‘N, 450‘W(1) 3.5 95.5 22.3 1 94.6 3576 Building Pad: 1170‘N, 460‘W(1) 3.0 95.1 22.7 1 94.2 3577 Building Pad: 1175‘N, 550‘W(1) 6.0 95.9 21.9 1 95.0 3578 Building Pad: 1170‘N, 540‘W(1) 5.5 94.5 22.4 1 93.6 3579 Building Pad: 1180‘N, 560‘W(1) 5.0 95.7 21.8 1 94.8 3580 Building Pad: 1170‘N, 555‘W(1) 4.5 96.2 21.6 1 95.2 3581 Building Pad: 1175‘N, 545‘W(1) 4.0 94.6 22.3 1 93.7 3582 Building Pad: 1180‘N, 550‘W(1) 3.5 93.4 23.7 1 92.5 3583 Building Pad: 1170‘N, 540‘W(1) 3.0 93.8 23.1 1 92.9 3584 Storm Line Lat A-4B: STA 1+15 2.0 96.5 21.9 1 95.5 3585 Storm Line Lat A-4B: STA 1+15 1.0 96.8 21.8 1 95.8 3586 Storm Line Lat A-4B: STA 1+15 0.0 97.4 21.6 1 96.4 3587 Storm Line Lat A-4A: STA 1+10 2.0 96.1 22.8 1 95.1 3588 Storm Line Lat A-4A: STA 1+10 1.0 96.3 22.3 1 95.3 3589 Storm Line Lat A-4A: STA 1+10 0.0 96.2 21.9 1 95.2 3590 Storm Line Lat A-3A: STA 1+20 2.0 96.4 22.3 1 95.4 3591 Storm Line Lat A-3A: STA 1+20 1.0 96.9 21.9 1 95.9 3592 Storm Line Lat A-3A: STA 1+20 0.0 97.5 21.7 1 96.5 3593 Storm Line Lat A-3B: STA 1+10 2.0 96.2 22.8 1 95.2 3594 Storm Line Lat A-3B: STA 1+10 1.0 96.8 22.4 1 95.8 3595 Storm Line Lat A-3B: STA 1+10 0.0 97.0 21.9 1 96.0 3596 Water Line A: STA 4+00 7.0 97.5 21.5 3 95.1 3597 Water Line A: STA 4+01 6.0 98.3 21.2 3 95.9 3598 Water Line A: STA 4+02 5.0 97.9 21.3 3 95.5 3599 Water Line A: STA 4+03 4.0 98.5 21.6 3 96.1 3600 Water Line A: STA 4+04 3.0 98.8 21.0 3 96.4 3601 Water Line A: STA 5+50 7.0 97.6 21.8 3 95.2 3602 Water Line A: STA 5+51 6.0 98.1 21.2 3 95.7 3603 Water Line A: STA 5+52 5.0 97.5 21.0 3 95.1 3604 Water Line A: STA 5+53 4.0 97.9 20.9 3 95.5 3605 Water Line A: STA 5+54 3.0 98.3 21.1 3 95.9 3606 Water Line A: STA 7+00 6.0 97.7 21.9 3 95.3 3607 Water Line A: STA 7+01 5.0 98.0 21.4 3 95.6 3608 Water Line A: STA 7+02 4.0 97.8 21.2 3 95.4 3609 Water Line A: STA 7+03 3.0 98.4 20.9 3 96.0 REPORT NO. 156 REPORT DATE: 02-25-13 REG PROJECT NO. 18520 TECHNICIAN: J. Bowers PAGE: 4 of 4 Depth Below FieldField TestFinal S. G.Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 3610 02-13-13 Water Line A: STA 8+50 6.0 96.5 22.1 1 95.5 3611 Water Line A: STA 8+51 5.0 97.4 21.8 1 96.4 3612 Water Line A: STA 8+52 4.0 97.0 21.9 1 96.0 3613 Water Line A: STA 8+53 3.0 98.0 21.7 1 97.0 3614 Water Line A: STA 10+00 6.0 97.9 21.9 1 96.9 3615 Water Line A: STA 10+01 5.0 98.3 21.7 1 97.3 3616 Water Line A: STA 10+02 4.0 97.1 22.3 1 96.1 3617 Water Line A: STA 10+03 3.0 98.1 21.6 1 97.1 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from SE building corner. Submitted by: E-Mail Distribution: (1) Hillwood/Mr. Kerry Roetzel REED ENGINEERING GROUP, LTD. (1) Hillwood Construction Services/ Registration Number F-3114 Mr. Gary Jones (1) Halff Associates/Mr. Stephen Crawford (1) Halff Associates/Mr. Lance Clinton (1) Macgregor Associates/ Mr. Thomas Holland Bill Woolwine (1) Macgregor Associates/ Sr. Manager, CMT Mr. Lee Rader BW/cdl (1) City of Coppell/Mr. Lee Stone (1) City of Coppell/Mr. Michael Arellano (1) City of Coppell/Mr. Rick O’Dell REPORT OF FIELD DENSITY TESTS Tradepoint Center II Creekview Road & Freeport Parkway Coppell, Texas REPORTED TO:REPORT NO. Hillwood 157 3090 Olive Street, Suite 300 REPORT DATE: 02-25-13 Dallas, Texas 75219 REG PROJECT NO. 18520 ATTN: Mr. Kerry Roetzel TECHNICIAN: J. Bowers PAGE: 1 of 4 CONTRACTOR: Hillwood Construction Services ProctorASTMOptimumMaximum No.StandardDescriptionMoisture, % Density, PCF 1 D-698 Dark brown clay 20.6 101.0 Light gray clay w/trace reddish brown sandy 2D-698clay 20.4100.7 Dark brown, light gray & reddish brown sandy 3D-698clay 19.9102.5 4 D-698 Reddish brown & light gray sandy clay 19.9 101.6 5 D-4254 Reddish brown sand with some small gravel Min. 81.2 D-4253Max. 105.7 6 D-698 Dark brown clay (lime-treated) 21.3 99.5 7 D-698 Light brown clay (lime-treated) 24.3 94.7 8 D-698 Dark gray & dark brown clay (lime-treated) 28.0 86.2 9 D-698 Dark yellowish brown sandy clay w/calcareous 21.1 100.8 nodules Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 3618 02-14-13 Building Pad: 1125‘N, 25‘W(1) 2.5 95.5 22.1 1 94.6 3619 Building Pad: 1120‘N, 30‘W(1) 2.0 94.8 22.8 1 93.9 3620 Building Pad: 1130‘N, 35‘W(1) 1.5 95.1 23.0 1 94.2 3621 Building Pad: 1120‘N, 25‘W(1) 1.0 95.7 22.3 1 94.8 3622 Building Pad: 1135‘N, 20‘W(1) 0.7 96.2 21.9 1 95.2 3623 Building Pad: 1125‘N, 100‘W(1) 2.5 94.7 23.2 1 93.8 3624 Building Pad: 1120‘N, 105‘W(1) 2.0 94.3 22.9 1 93.4 3625 Building Pad: 1130‘N, 110‘W(1) 1.5 95.2 22.5 1 94.3 3626 Building Pad: 1125‘N, 115‘W(1) 1.0 95.5 22.0 1 94.6 3627 Building Pad: 1135‘N, 110‘W(1) 0.7 96.5 21.7 1 95.5 3628 Building Pad: 1125‘N, 200‘W(1) 2.5 95.4 22.4 1 94.5 3629 Building Pad: 1130‘N, 195‘W(1) 2.0 94.2 23.1 1 93.3 3630 Building Pad: 1135‘N, 205‘W(1) 1.5 94.8 22.7 1 93.9 3631 Building Pad: 1140‘N, 210‘W(1) 1.0 95.4 22.1 1 94.5 3632 Building Pad: 1120‘N, 200‘W(1) 0.7 95.9 21.8 1 95.0 3633 Building Pad: 1125‘N, 300‘W(1) 2.5 94.9 22.8 1 94.0 3634 Building Pad: 1130‘N, 305‘W(1) 2.0 95.1 23.0 1 94.2 3635 Building Pad: 1120‘N, 310‘W(1) 1.5 94.8 22.9 1 93.9 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019 TELFAX REPORT NO. 157 REPORT DATE: 02-25-13 REG PROJECT NO. 18520 PAGE: 2 of 4 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 3636 02-14-13 Building Pad: 1130‘N, 295‘W(1) 1.0 95.6 22.4 1 94.7 3637 Building Pad: 1125‘N, 305‘W(1) 0.7 96.0 21.9 1 95.0 3638 Building Pad: 1125‘N, 400‘W(1) 2.5 95.2 22.7 1 94.3 3639 Building Pad: 1120‘N, 395‘W(1) 2.0 95.7 22.3 1 94.8 3640 Building Pad: 1130‘N, 410‘W(1) 1.5 96.3 21.8 1 95.3 3641 Building Pad: 1135‘N, 415‘W(1) 1.0 95.8 22.0 1 94.9 3642 Building Pad: 1125‘N, 405‘W(1) 0.7 96.1 21.9 1 95.1 3643 Building Pad: 1125‘N, 515‘W(1) 2.5 95.0 23.0 1 94.1 3644 Building Pad: 1130‘N, 520‘W(1) 2.0 94.7 22.8 1 93.8 3645 Building Pad: 1125‘N, 525‘W(1) 1.5 95.3 22.4 1 94.4 3646 Building Pad: 1130‘N, 530‘W(1) 1.0 95.8 22.3 1 94.9 3647 Building Pad: 1135‘N, 520‘W(1) 0.7 96.0 22.0 1 95.0 3648 Building Pad: 1175‘N, 50‘W(1) 2.5 94.5 23.1 1 93.6 3649 Building Pad: 1180‘N, 55‘W(1) 2.0 95.2 22.8 1 94.3 3650 Building Pad: 1185‘N, 45‘W(1) 1.5 96.1 22.1 1 95.1 3651 Building Pad: 1170‘N, 55‘W(1) 1.0 95.5 22.4 1 94.6 3652 Building Pad: 1175‘N, 60‘W(1) 0.7 95.9 21.9 1 95.0 3653 Building Pad: 1175‘N, 150‘W(1) 2.5 94.6 23.1 1 93.7 3654 Building Pad: 1180‘N, 145‘W(1) 2.0 95.3 22.5 1 94.4 3655 Building Pad: 1185‘N, 155‘W(1) 1.5 95.0 22.9 1 94.1 3656 Building Pad: 1170’N, 160’W(1) 1.0 95.7 22.1 1 94.8 3657 Building Pad: 1175’N, 155’W(1) 0.7 96.2 21.8 1 95.2 3658 Building Pad: 1175‘N, 250‘W(1) 2.5 94.5 23.2 1 93.6 3659 Building Pad: 1170‘N, 245‘W(1) 2.0 95.1 22.4 1 94.2 3660 Building Pad: 1180‘N, 255‘W(1) 1.5 95.8 22.0 1 94.9 3661 Building Pad: 1185‘N, 245‘W(1) 1.0 95.4 22.1 1 94.5 3662 Building Pad: 1180‘N, 250‘W(1) 0.7 96.0 21.7 1 95.0 3663 Building Pad: 1175‘N, 350‘W(1) 2.5 94.2 23.5 1 93.3 3664 Building Pad: 1180‘N, 355‘W(1) 2.0 93.8 23.8 1 92.9 3665 Building Pad: 1175‘N, 345‘W(1) 1.5 94.4 23.0 1 93.5 3666 Building Pad: 1170‘N, 340‘W(1) 1.0 95.1 22.7 1 94.2 3667 Building Pad: 1175‘N, 355‘W(1) 0.7 95.7 22.2 1 94.8 3668 Building Pad: 1175‘N, 450‘W(1) 2.5 94.5 23.0 1 93.6 3669 Building Pad: 1180‘N, 455‘W(1) 2.0 94.6 22.9 1 93.7 3670 Building Pad: 1170‘N, 460‘W(1) 1.5 95.1 22.4 1 94.2 3671 Building Pad: 1175‘N, 445‘W(1) 1.0 94.9 22.5 1 94.0 3672 Building Pad: 1185‘N, 450‘W(1) 0.7 95.8 22.0 1 94.9 3673 Building Pad: 1175‘N, 550‘W(1) 2.5 95.0 23.2 1 94.1 3674 Building Pad: 1180‘N, 545‘W(1) 2.0 94.7 22.8 1 93.8 3675 Building Pad: 1185‘N, 550‘W(1) 1.5 95.4 22.6 1 94.5 3676 Building Pad: 1180‘N, 560‘W(1) 1.0 95.2 22.3 1 94.3 3677 Building Pad: 1185‘N, 540‘W(1) 0.7 96.0 21.8 1 95.0 3678 Building Pad: 1225‘N, 25‘W(1) 10.5 93.8 24.2 9 93.1 3679 Building Pad: 1230‘N, 30‘W(1) 10.0 95.1 22.8 9 94.3 3680 Building Pad: 1235‘N, 35‘W(1) 9.5 94.5 23.6 9 93.8 REPORT NO. 157 REPORT DATE: 02-25-13 REG PROJECT NO. 18520 PAGE: 3 of 4 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 3681 02-14-13 Building Pad: 1225‘N, 100‘W(1) 10.5 95.4 23.0 9 94.6 3682 Building Pad: 1230‘N, 105‘W(1) 10.0 93.5 24.2 9 92.8 3683 Building Pad: 1220‘N, 110‘W(1) 9.5 94.9 23.2 9 94.1 3684 Building Pad: 1225‘N, 200‘W(1) 10.5 95.7 22.6 9 94.9 3685 Building Pad: 1230‘N, 205‘W(1) 10.0 95.9 22.3 9 95.1 3686 Building Pad: 1220‘N, 210‘W(1) 9.5 93.4 24.5 9 92.7 3687 Building Pad: 1225‘N, 300‘W(1) 10.5 94.2 24.0 9 93.5 3688 Building Pad: 1230‘N, 305‘W(1) 10.0 93.1 25.0 9 92.4 3689 Building Pad: 1220‘N, 295‘W(1) 9.5 94.8 23.8 9 94.0 3690 Building Pad: 1225‘N, 400‘W(1) 10.5 95.7 22.5 9 94.9 3691 Building Pad: 1220‘N, 410‘W(1) 10.0 95.0 22.9 9 94.2 3692 Building Pad: 1230‘N, 405‘W(1) 9.5 94.6 23.3 9 93.8 3692 Building Pad: 1225‘N, 510‘W(1) 10.5 95.5 22.3 9 94.7 3693 Building Pad: 1230‘N, 515‘W(1) 10.0 96.1 22.1 9 95.3 3694 Building Pad: 1235‘N, 520‘W(1) 9.5 95.3 23.4 9 94.5 3695 Building Pad: 1275‘N, 50‘W(1) 10.5 94.2 24.0 9 93.5 3696 Building Pad: 1280‘N, 55‘W(1) 10.0 94.6 23.7 9 93.8 3697 Building Pad: 1270‘N, 45‘W(1) 9.5 95.1 23.1 9 94.3 3698 Building Pad: 1275‘N, 150‘W(1) 10.5 93.8 23.9 9 93.1 3699 Building Pad: 1270‘N, 155‘W(1) 10.0 94.8 23.0 9 94.0 3700 Building Pad: 1280‘N, 160‘W(1) 9.5 95.5 22.6 9 94.7 3701 Building Pad: 1275‘N, 250‘W(1) 10.5 96.5 22.2 9 95.7 3702 Building Pad: 1280‘N, 245‘W(1) 10.0 94.3 23.5 9 93.6 3703 Building Pad: 1285‘N, 255‘W(1) 9.5 93.9 24.0 9 93.2 3704 Building Pad: 1275‘N, 350‘W(1) 10.5 95.2 23.2 9 94.4 3705 Building Pad: 1270‘N, 345‘W(1) 10.0 95.7 22.3 9 94.9 3706 Building Pad: 1285‘N, 360‘W(1) 9.5 94.8 23.4 9 94.0 3707 Building Pad: 1275‘N, 450‘W(1) 10.5 96.0 22.2 9 95.2 3708 Building Pad: 1280‘N, 455‘W(1) 10.0 95.1 23.6 9 94.3 3709 Building Pad: 1270‘N, 460‘W(1) 9.5 94.5 22.8 9 93.8 3710 Building Pad: 1275‘N, 550‘W(1) 10.5 93.7 23.4 9 93.0 3711 Building Pad: 1280‘N, 545‘W(1) 10.0 94.0 23.7 9 93.3 3712 Building Pad: 1270‘N, 5560‘W(1) 9.5 95.6 22.4 9 94.8 3713 Storm Line Lat A-2A: STA 1+15 2.0 97.5 21.5 3 95.1 3714 Storm Line Lat A-2A: STA 1+15 1.0 98.1 21.2 3 95.7 3715 Storm Line Lat A-2A: STA 1+15 0.0 98.4 20.9 3 96.0 3716 Storm Line Lat A-2B: STA 1+10 2.0 97.8 21.3 3 95.4 3717 Storm Line Lat A-2B: STA 1+10 1.0 98.3 21.0 3 95.9 3718 Storm Line Lat A-2B: STA 1+10 0.0 98.7 20.9 3 96.3 3719 Water Line A: STA 4+00 2.0 97.8 21.3 3 95.4 3720 Water Line A: STA 4+01 1.0 98.5 21.0 3 96.1 3721 Water Line A: STA 4+02 0.0 98.1 20.9 3 95.7 3722 Water Line A: STA 5+50 2.0 97.5 21.7 3 95.1 3723 Water Line A: STA 5+51 1.0 97.9 21.4 3 95.5 3724 Water Line A: STA 5+52 0.0 98.0 21.2 3 95.6 REPORT NO. 157 REPORT DATE: 02-25-13 REG PROJECT NO. 18520 PAGE: 4 of 4 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 3725 02-14-13 Water Line A: STA 7+00 2.0 96.2 22.5 1 95.2 3726 Water Line A: STA 7+01 1.0 96.5 21.9 1 95.5 3727 Water Line A: STA 7+02 0.0 97.4 21.8 1 96.4 3728 Water Line A: STA 8+50 2.0 96.1 22.8 1 95.1 3729 Water Line A: STA 8+51 1.0 96.7 22.4 1 95.7 3730 Water Line A: STA 8+52 0.0 97.3 21.9 1 96.3 3731 Water Line A: STA 10+00 2.0 96.5 22.3 1 95.5 3732 Water Line A: STA 10+01 1.0 97.0 22.0 1 96.0 3733 Water Line A: STA 10+02 0.0 97.7 21.7 1 96.7 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from SE building corner. Submitted by: E-Mail Distribution: (1) Hillwood/Mr. Kerry Roetzel REED ENGINEERING GROUP, LTD. (1) Hillwood Construction Services/ Registration Number F-3114 Mr. Gary Jones (1) Halff Associates/Mr. Stephen Crawford (1) Halff Associates/Mr. Lance Clinton (1) Macgregor Associates/ Mr. Thomas Holland Bill Woolwine (1) Macgregor Associates/ Sr. Manager, CMT Mr. Lee Rader BW/cdl (1) City of Coppell/Mr. Lee Stone (1) City of Coppell/Mr. Michael Arellano (1) City of Coppell/Mr. Rick O’Dell REPORT OF FIELD DENSITY TESTS Tradepoint Center II Creekview Road & Freeport Parkway Coppell, Texas REPORTED TO:REPORT NO. Hillwood 162 3090 Olive Street, Suite 300 REPORT DATE: 02-25-13 Dallas, Texas 75219 REG PROJECT NO. 18520 ATTN: Mr. Kerry Roetzel TECHNICIAN: J. Bowers PAGE: 1 of 3 CONTRACTOR: Hillwood Construction Services ProctorASTMOptimumMaximum No.StandardDescriptionMoisture, % Density, PCF 1 D-698 Dark brown clay 20.6 101.0 Light gray clay w/trace reddish brown sandy 2D-698clay 20.4100.7 Dark brown, light gray & reddish brown sandy 3D-698clay 19.9102.5 4 D-698 Reddish brown & light gray sandy clay 19.9 101.6 5 D-4254 Reddish brown sand with some small gravel Min. 81.2 D-4253Max. 105.7 6 D-698 Dark brown clay (lime-treated) 21.3 99.5 7 D-698 Light brown clay (lime-treated) 24.3 94.7 8 D-698 Dark gray & dark brown clay (lime-treated) 28.0 86.2 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 3734 02-15-13 Building Pad: 1225‘N, 25‘W(1) 9.0 94.5 22.8 1 93.6 3735 Building Pad: 1230‘N, 30‘W(1) 8.5 95.2 22.1 1 94.3 3736 Building Pad: 1235‘N, 20‘W(1) 8.0 96.0 21.9 1 95.0 3737 Building Pad: 1220‘N, 25‘W(1) 7.5 95.3 22.4 1 94.4 3738 Building Pad: 1230‘N, 35‘W(1) 7.0 93.8 23.1 1 92.9 3739 Building Pad: 1240‘N, 30‘W(1) 6.5 93.4 23.8 1 92.5 3740 Building Pad: 1220‘N, 20‘W(1) 6.0 94.2 23.0 1 93.3 3741 Building Pad: 1225‘N, 100‘W(1) 9.0 95.1 22.4 1 94.2 3742 Building Pad: 1220‘N, 105‘W(1) 8.5 95.7 22.0 1 94.8 3743 Building Pad: 1230‘N, 110‘W(1) 8.0 96.3 21.8 1 95.3 3744 Building Pad: 1225‘N, 100‘W(1) 7.5 95.0 22.3 1 94.1 3745 Building Pad: 1230‘N, 95‘W(1) 7.0 94.4 23.0 1 93.5 3746 Building Pad: 1225‘N, 95‘W(1) 6.5 94.1 23.6 1 93.2 3747 Building Pad: 1230‘N, 105‘W(1) 6.0 95.4 22.8 1 94.5 3748 Building Pad: 1225‘N, 200‘W(1) 9.0 95.9 22.1 1 95.0 3749 Building Pad: 1230‘N, 205‘W(1) 8.5 94.7 23.3 1 93.8 3750 Building Pad: 1220‘N, 200‘W(1) 8.0 94.9 22.8 1 94.0 3751 Building Pad: 1230‘N, 210‘W(1) 7.5 96.0 21.9 1 95.0 3752 Building Pad: 1220‘N, 200‘W(1) 7.0 95.3 22.5 1 94.4 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019 TELFAX REPORT NO. 162 REPORT DATE: 02-25-13 REG PROJECT NO. 18520 PAGE: 2 of 3 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 3753 02-15-13 Building Pad: 1235‘N, 215‘W(1) 6.5 94.9 22.8 1 94.0 3754 Building Pad: 1225‘N, 205‘W(1) 6.0 95.7 22.3 1 94.8 3755 Building Pad: 1225‘N, 300‘W(1) 9.0 95.1 22.6 1 94.2 3756 Building Pad: 1230‘N, 310‘W(1) 8.5 96.2 21.8 1 95.2 3757 Building Pad: 1220‘N, 305‘W(1) 8.0 94.5 23.2 1 93.6 3758 Building Pad: 1235‘N, 300‘W(1) 7.5 94.0 23.6 1 93.1 3759 Building Pad: 1220‘N, 305‘W(1) 7.0 93.3 24.0 1 92.4 3760 Building Pad: 1225‘N, 310‘W(1) 6.5 93.7 23.8 1 92.8 3761 Building Pad: 1230‘N, 315‘W(1) 6.0 94.8 22.7 1 93.9 3762 Building Pad: 1225‘N, 400‘W(1) 9.0 95.6 22.1 1 94.7 3763 Building Pad: 1230‘N, 405‘W(1) 8.5 95.3 22.5 1 94.4 3764 Building Pad: 1235‘N, 410‘W(1) 8.0 96.3 21.8 1 95.3 3765 Building Pad: 1220‘N, 400‘W(1) 7.5 96.0 21.9 1 95.0 3766 Building Pad: 1225‘N, 415‘W(1) 7.0 95.2 22.3 1 94.3 3767 Building Pad: 1230‘N, 400‘W(1) 6.5 94.7 22.8 1 93.8 3768 Building Pad: 1235‘N, 405‘W(1) 6.0 93.8 23.9 1 92.9 3769 Building Pad: 1225‘N, 515‘W(1) 9.0 94.5 23.2 1 93.6 3770 Building Pad: 1230‘N, 520‘W(1) 8.5 94.2 22.8 1 93.3 3771 Building Pad: 1220‘N, 510‘W(1) 8.0 95.7 21.9 1 94.8 3772 Building Pad: 1230‘N, 525‘W(1) 7.5 96.0 21.8 1 95.0 3773 Building Pad: 1235‘N, 530‘W(1) 7.0 95.1 22.4 1 94.2 3774 Building Pad: 1230‘N, 545‘W(1) 6.5 95.5 22.0 1 94.6 3775 Building Pad: 1225‘N, 560‘W(1) 6.0 95.8 21.9 1 94.9 3776 Building Pad: 1275‘N, 50‘W(1) 9.0 94.6 23.0 1 93.7 3777 Building Pad: 1280‘N, 55‘W(1) 8.5 94.2 22.7 1 93.3 3778 Building Pad: 1270‘N, 45‘W(1) 8.0 95.0 22.3 1 94.1 3779 Building Pad: 1275‘N, 50‘W(1) 7.5 95.4 22.5 1 94.5 3780 Building Pad: 1285‘N, 40‘W(1) 7.0 94.8 23.3 1 93.9 3781 Building Pad: 1270‘N, 55‘W(1) 6.5 94.1 24.2 1 93.2 3782 Building Pad: 1280‘N, 60‘W(1) 6.0 93.8 24.4 1 92.9 3783 Building Pad: 1275‘N, 150‘W(1) 9.0 94.7 23.6 1 93.8 3784 Building Pad: 1280‘N, 155‘W(1) 8.5 95.0 22.5 1 94.1 3785 Building Pad: 1270‘N, 140‘W(1) 8.0 95.6 22.5 1 94.7 3786 Building Pad: 1280‘N, 145‘W(1) 7.5 96.4 22.0 1 95.4 3787 Building Pad: 1275‘N, 150‘W(1) 7.0 95.1 23.0 1 94.2 3788 Building Pad: 1285‘N, 155‘W(1) 6.5 96.0 21.8 1 95.0 3789 Building Pad: 1280‘N, 145‘W(1) 6.0 94.7 22.9 1 93.8 3790 Building Pad: 1275‘N, 250‘W(1) 9.0 94.2 23.2 1 93.3 3791 Building Pad: 1280‘N, 245‘W(1) 8.5 94.9 22.8 1 94.0 3792 Building Pad: 1285‘N, 255‘W(1) 8.0 93.8 24.0 1 92.9 3793 Building Pad: 1290‘N, 260‘W(1) 7.5 93.5 24.5 1 92.6 3794 Building Pad: 1280‘N, 250‘W(1) 7.0 94.7 23.5 1 93.8 3795 Building Pad: 1270‘N, 245‘W(1) 6.5 95.3 22.8 1 94.4 3796 Building Pad: 1275‘N, 255‘W(1) 6.0 95.0 22.3 1 94.1 3797 Building Pad: 1275‘N, 350‘W(1) 9.0 95.9 21.9 1 95.0 REPORT NO. 162 REPORT DATE: 02-25-13 REG PROJECT NO. 18520 PAGE: 3 of 3 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 3798 02-15-13 Building Pad: 1280‘N, 345‘W(1) 8.5 94.5 22.8 1 93.6 3799 Building Pad: 1285‘N, 355‘W(1) 8.0 95.1 22.4 1 94.2 3800 Building Pad: 1280‘N, 360’W(1) 7.5 94.4 23.0 1 93.5 3801 Building Pad: 1270‘N, 345‘W(1) 7.0 95.5 22.1 1 94.6 3802 Building Pad: 1275‘N, 355‘W(1) 6.5 94.3 23.2 1 93.4 3803 Building Pad: 1280‘N, 350‘W(1) 6.0 95.1 22.5 1 94.2 3804 Building Pad: 1275‘N, 450‘W(1) 9.0 93.8 24.0 1 92.9 3805 Building Pad: 1270‘N, 455‘W(1) 8.5 94.0 23.5 1 93.1 3806 Building Pad: 1280‘N, 455‘W(1) 8.0 94.7 23.1 1 93.8 3807 Building Pad: 1285‘N, 460‘W(1) 7.5 95.8 22.2 1 94.9 3808 Building Pad: 1270‘N, 440‘W(1) 7.0 96.0 21.8 1 95.0 3809 Building Pad: 1275‘N, 455‘W(1) 6.5 94.2 22.7 1 93.3 3810 Building Pad: 1280‘N, 465‘W(1) 6.0 94.6 23.0 1 93.7 3811 Building Pad: 1275‘N, 550‘W(1) 9.0 95.0 22.4 1 94.1 3812 Building Pad: 1280‘N, 545‘W(1) 8.5 94.0 23.3 1 93.1 3813 Building Pad: 1285‘N, 555‘W(1) 8.0 93.5 23.8 1 92.6 3814 Building Pad: 1290‘N, 540‘W(1) 7.5 94.5 22.5 1 93.6 3815 Building Pad: 1280‘N, 545‘W(1) 7.0 95.7 22.3 1 94.8 3816 Building Pad: 1285‘N, 560‘W(1) 6.5 96.5 21.8 1 95.5 3817 Building Pad: 1275‘N, 540‘W(1) 6.0 96.7 21.7 1 95.7 3818 Water Line A: STA 2+50 6.0 97.5 22.1 3 95.1 3819 Water Line A: STA 2+51 5.0 98.1 21.8 3 95.7 3820 Water Line A: STA 2+52 4.0 97.6 21.3 3 95.2 3821 Water Line A: STA 2+53 3.0 98.4 21.0 3 96.0 3822 Water Line A: STA 2+54 2.0 97.9 21.9 3 95.5 3823 Water Line A: STA 2+55 1.0 98.0 22.1 3 95.6 3824 Water Line A: STA 2+56 0.0 98.5 21.2 3 96.1 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from SE building corner. Submitted by: E-Mail Distribution: (1) Hillwood/Mr. Kerry Roetzel REED ENGINEERING GROUP, LTD. (1) Hillwood Construction Services/ Registration Number F-3114 Mr. Gary Jones (1) Halff Associates/Mr. Stephen Crawford (1) Halff Associates/Mr. Lance Clinton (1) Macgregor Associates/ Mr. Thomas Holland Bill Woolwine (1) Macgregor Associates/ Sr. Manager, CMT Mr. Lee Rader BW/cdl (1) City of Coppell/Mr. Lee Stone (1) City of Coppell/Mr. Michael Arellano (1) City of Coppell/Mr. Rick O’Dell