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Coppell Ind 2-LR130315
REPORT OF FIELD DENSITY TESTS Tradepoint Center II Creekview Road & Freeport Parkway Coppell, Texas REPORTED TO:REPORT NO. Hillwood 228 3090 Olive Street, Suite 300 REPORT DATE: 03-15-13 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 grave Min. 81.2 D-4253(Relative Density) Max. 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 10 D-698 Flex base 15.6 117.4 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 5550 03-08-13 Building Pad: 1725‘N, 25‘W(1) 9.0 94.2 23.8 1 93.3 5551 Building Pad: 1730‘N, 35‘W(1) 8.5 94.8 23.3 1 93.9 5552 Building Pad: 1720‘N, 40‘W(1) 8.0 95.1 22.7 1 94.2 5553 Building Pad: 1735‘N, 20‘W(1) 7.5 95.5 22.4 1 94.6 5554 Building Pad: 1720‘N, 25‘W(1) 7.0 95.9 22.0 1 95.0 5555 Building Pad: 1730‘N, 30‘W(1) 6.5 96.2 21.8 1 95.2 5556 Building Pad: 1715‘N, 35‘W(1) 6.0 95.2 22.4 1 94.3 5557 Building Pad: 1745‘N, 20‘W(1) 5.5 94.3 23.5 1 93.4 5558 Building Pad: 1730‘N, 35‘W(1) 5.0 93.9 24.2 1 93.0 5559 Building Pad: 1725‘N, 100‘W(1) 9.0 93.3 24.5 1 92.4 5560 Building Pad: 1730‘N, 95‘W(1) 8.5 93.5 24.0 1 92.6 5561 Building Pad: 1735‘N, 105‘W(1) 8.0 94.1 23.7 1 93.2 5562 Building Pad: 1745‘N, 110‘W(1) 7.5 95.0 22.8 1 94.1 5563 Building Pad: 1720‘N, 100‘W(1) 7.0 95.6 22.3 1 94.7 5564 Building Pad: 1735‘N, 115‘W(1) 6.5 95.4 22.0 1 94.5 5565 Building Pad: 1740‘N, 100‘W(1) 6.0 96.2 21.9 1 95.2 5566 Building Pad: 1730‘N, 105‘W(1) 5.5 95.5 22.1 1 94.6 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019 TELFAX REPORT NO. 228 REPORT DATE: 03-15-13 REG PROJECT NO. 18520 PAGE: 2 of 3 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 5567 03-08-13 Building Pad: 1720‘N, 110‘W(1) 5.0 95.2 22.5 1 94.3 5568 Building Pad: 1725‘N, 200‘W(1) 9.0 94.8 23.0 1 93.9 5569 Building Pad: 1720‘N, 210‘W(1) 8.5 94.4 22.8 1 93.5 5570 Building Pad: 1715‘N, 200‘W(1) 8.0 94.0 23.9 1 93.1 5571 Building Pad: 1730‘N, 210‘W(1) 7.5 94.5 23.2 1 93.6 5572 Building Pad: 1725‘N, 215‘W(1) 7.0 95.7 22.4 1 94.8 5573 Building Pad: 1720‘N, 195‘W(1) 6.5 96.1 21.9 1 95.1 5574 Building Pad: 1725‘N, 210‘W(1) 6.0 95.4 22.3 1 94.5 5575 Building Pad: 1735‘N, 215‘W(1) 5.5 93.9 24.2 1 93.0 5576 Building Pad: 1740‘N, 200‘W(1) 5.0 93.3 24.6 1 92.4 5577 Building Pad: 1725‘N, 300‘W(1) 9.0 94.1 23.7 1 93.2 5578 Building Pad: 1715‘N, 315‘W(1) 8.5 95.6 22.3 1 94.7 5579 Building Pad: 1720‘N, 300‘W(1) 8.0 95.9 22.1 1 95.0 5580 Building Pad: 1715‘N, 295‘W(1) 7.5 96.2 21.8 1 95.2 5581 Building Pad: 1725‘N, 310‘W(1) 7.0 96.6 21.7 1 95.6 5582 Building Pad: 1730‘N, 315‘W(1) 6.5 94.6 23.1 1 93.7 5583 Building Pad: 1725‘N, 300‘W(1) 6.0 94.5 23.4 1 93.6 5584 Building Pad: 1730‘N, 300‘W(1) 5.5 94.9 22.8 1 94.0 5585 Building Pad: 1740‘N, 310‘W(1) 5.0 95.7 22.4 1 94.8 5586 Building Pad: 1725‘N, 400‘W(1) 9.0 96.0 21.9 1 95.0 5587 Building Pad: 1720‘N, 395‘W(1) 8.5 95.2 22.5 1 94.3 5588 Building Pad: 1725‘N, 410‘W(1) 8.0 95.0 22.8 1 94.1 5589 Building Pad: 1735‘N, 415‘W(1) 7.5 94.7 23.3 1 93.8 5590 Building Pad: 1715‘N, 400‘W(1) 7.0 94.2 24.0 1 93.3 5591 Building Pad: 1720‘N, 410‘W(1) 6.5 93.8 24.5 1 92.9 5592 Building Pad: 1740‘N, 400‘W(1) 6.0 94.6 23.6 1 93.7 5593 Building Pad: 1735‘N, 405‘W(1) 5.5 94.9 22.7 1 94.0 5594 Building Pad: 1720‘N, 400‘W(1) 5.0 95.4 22.3 1 94.5 5595 Building Pad: 1725‘N, 510‘W(1) 9.0 95.8 22.1 1 94.9 5596 Building Pad: 1735‘N, 515‘W(1) 8.5 94.3 23.5 1 93.4 5597 Building Pad: 1740‘N, 530‘W(1) 8.0 94.8 23.0 1 93.9 5598 Building Pad: 1730‘N, 540‘W(1) 7.5 95.2 22.4 1 94.3 5599 Building Pad: 1740‘N, 535‘W(1) 7.0 96.2 21.8 1 95.2 5600 Building Pad: 1730‘N, 545‘W(1) 6.5 95.5 22.2 1 94.6 5601 Building Pad: 1720‘N, 530‘W(1) 6.0 94.8 23.2 1 93.9 5602 Building Pad: 1725‘N, 545‘W(1) 5.5 95.4 22.4 1 94.5 5603 Building Pad: 1740‘N, 545‘W(1) 5.0 94.3 23.6 1 93.4 5604 Junction Box Storm Line A 3.0 97.5 21.5 3 95.1 STA 1+00 N 5605 Junction Box Storm Line A 2.0 98.1 21.2 3 95.7 STA 1+00 S 5606 Junction Box Storm Line A 1.0 97.6 21.4 3 95.2 STA 1+00 W 5607 Junction Box Storm Line A 0.0 98.5 21.0 3 96.1 STA 1+00 E REPORT NO. 228 REPORT DATE: 03-15-13 REG PROJECT NO. 18520 PAGE: 3 of 3 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 5608 03-08-13 Storm Line Lat C-2: STA 1+20 1.0 97.9 21.2 3 95.5 5609 Storm Line Lat C-2: STA 1+20 0.0 98.3 20.9 3 95.9 5610 Storm Line Lat C-3: STA 1+25 1.0 98.1 21.3 3 95.7 5611 Storm Line Lat C-3: STA 1+25 0.0 98.7 20.9 3 96.3 5612 Pier Cap B/F: S.3/12 N 2.0 94.8 22.5 6 95.3 5613 Pier Cap B/F: S.3/12 E 1.0 95.1 22.3 6 95.6 5614 Pier Cap B/F: S.3/12 S 0.0 94.6 22.5 6 95.1 5615 Pier Cap B/F: T/11.5 W 2.0 94.7 22.9 6 95.2 5616 Pier Cap B/F: T/11.5 N 1.0 95.0 22.5 6 95.5 5617 Pier Cap B/F: T/11.5 E 0.0 95.2 22.4 6 95.7 5618 Pier Cap B/F: T/10.3 2.0 95.1 22.4 6 95.6 5619 Pier Cap B/F: T/10.3 1.0 94.9 22.8 6 95.4 5620 Pier Cap B/F: T/10.3 0.0 95.6 22.3 6 96.1 5621 Grade beam B/F: Q.5/12 2.0 94.6 23.0 6 95.1 5622 Grade beam B/F: Q.5/12 1.0 95.0 22.8 6 95.5 5623 Grade beam B/F: Q.5/12 0.0 95.4 22.3 6 95.9 5624 Electric Line: 630’N, 50’E(1) 1.0 96.2 22.0 1 95.2 5625 Electric Line: 630’N, 50’E(1) 0.0 96.5 21.8 1 95.5 5626 Electric Line: 780’N, 50’E(1) 1.0 96.1 22.4 1 95.1 5627 Electric Line: 780’N, 50’E(1) 0.0 97.0 21.7 1 96.0 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 (1) Ms. Sacha Miner REPORT OF FIELD DENSITY TESTS Tradepoint Center II Creekview Road & Freeport Parkway Coppell, Texas REPORTED TO:REPORT NO. Hillwood 226 3090 Olive Street, Suite 300 REPORT DATE: 03-15-13 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-4253(Relative Density) Max. 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 10 D-698 Flex base 15.6 117.4 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 5463 03-07-13 Building Pad: 1525‘N, 25‘W(1) 0.0 94.9 21.5 6 95.4 5464 Building Pad: 1525‘N, 100‘W(1) 0.0 95.6 21.0 6 96.1 5465 Building Pad: 1525‘N, 200‘W(1) 0.0 95.3 20.9 6 95.8 5466 Building Pad: 1525‘N, 300‘W(1) 0.0 94.6 21.9 6 95.1 5467 Building Pad: 1525‘N, 400‘W(1) 0.0 94.8 21.6 6 95.3 5468 Building Pad: 1525‘N, 510‘W(1) 0.0 95.9 20.6 6 96.4 5469 Building Pad: 1575‘N, 50‘W(1) 0.0 96.4 20.2 6 96.9 5470 Building Pad: 1575‘N, 150‘W(1) 0.0 95.2 21.1 6 95.7 5471 Building Pad: 1575‘N, 250‘W(1) 0.0 94.8 21.3 6 95.3 5472 Building Pad: 1575‘N, 350‘W(1) 0.0 95.9 20.9 6 96.4 5473 Building Pad: 1575‘N, 450‘W(1) 0.0 96.6 20.2 6 97.0 5474 Building Pad: 1575‘N, 550‘W(1) 0.0 94.9 21.2 6 95.4 5475 Building Pad: 1625‘N, 25‘W(1) 2.5 94.8 22.9 1 93.9 5476 Building Pad: 1620‘N, 30‘W(1) 2.0 95.3 22.4 1 94.4 5477 Building Pad: 1635‘N, 40‘W(1) 1.5 95.9 21.9 1 95.0 5478 Building Pad: 1630‘N, 50‘W(1) 1.0 94.7 22.6 1 93.8 5479 Building Pad: 1625‘N, 40‘W(1) 0.7 95.0 23.1 1 94.1 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019 TELFAX REPORT NO. 226 REPORT DATE: 03-15-13 REG PROJECT NO. 18520 PAGE: 2 of 4 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 5480 03-07-13 Building Pad: 1625‘N, 100‘W(1) 2.5 93.8 24.0 1 92.9 5481 Building Pad: 1630‘N, 110‘W(1) 2.0 95.0 22.8 1 94.1 5482 Building Pad: 1620‘N, 105‘W(1) 1.5 94.5 23.1 1 93.6 5483 Building Pad: 1635‘N, 100‘W(1) 1.0 95.4 22.4 1 94.5 5484 Building Pad: 1625‘N, 95‘W(1) 0.7 95.8 22.0 1 94.9 5485 Building Pad: 1625‘N, 200‘W(1) 2.5 94.6 23.2 1 93.7 5486 Building Pad: 1620‘N, 210‘W(1) 2.0 95.2 22.6 1 94.3 5487 Building Pad: 1630‘N, 200‘W(1) 1.5 96.1 21.9 1 95.1 5488 Building Pad: 1625‘N, 210‘W(1) 1.0 95.7 22.0 1 94.8 5489 Building Pad: 1620‘N, 200‘W(1) 0.7 96.5 21.7 1 95.5 5490 Building Pad: 1635‘N, 210‘W(1) 2.5 96.0 21.8 1 95.0 5491 Building Pad: 1625‘N, 300‘W(1) 2.0 95.2 22.5 1 94.3 5492 Building Pad: 1620‘N, 310‘W(1) 1.5 94.7 22.9 1 93.8 5493 Building Pad: 1625‘N, 305‘W(1) 1.0 95.5 22.3 1 94.6 5494 Building Pad: 1635‘N, 310‘W(1) 0.7 95.9 21.8 1 95.0 5495 Building Pad: 1625‘N, 400‘W(1) 2.5 94.9 22.9 1 94.0 5496 Building Pad: 1630‘N, 410‘W(1) 2.0 95.4 22.3 1 94.5 5497 Building Pad: 1620‘N, 415‘W(1) 1.5 95.7 22.3 1 94.8 5498 Building Pad: 1630‘N, 420‘W(1) 1.0 95.1 22.7 1 94.2 5499 Building Pad: 1620‘N, 400‘W(1) 0.7 96.0 21.9 1 95.0 5500 Building Pad: 1625‘N, 520‘W(1) 2.5 94.8 23.2 1 93.9 5501 Building Pad: 1630‘N, 510‘W(1) 2.0 94.5 23.8 1 93.6 5502 Building Pad: 1635‘N, 530‘W(1) 1.5 95.4 22.7 1 94.5 5503 Building Pad: 1640‘N, 525‘W(1) 1.0 95.8 22.0 1 94.9 5504 Building Pad: 1620‘N, 530‘W(1) 0.7 95.3 22.2 1 94.4 5505 Building Pad: 1675‘N, 50‘W(1) 2.5 94.3 23.5 1 93.4 5506 Building Pad: 1670‘N, 40‘W(1) 2.0 93.8 23.9 1 92.9 5507 Building Pad: 1675‘N, 55‘W(1) 1.5 94.6 23.1 1 93.7 5508 Building Pad: 1665‘N, 60‘W(1) 1.0 95.1 22.7 1 94.2 5509 Building Pad: 1685‘N, 40‘W(1) 0.7 95.9 22.0 1 95.0 5510 Building Pad: 1675‘N, 150‘W(1) 2.5 96.0 22.1 1 95.0 5511 Building Pad: 1680‘N, 140‘W(1) 2.0 95.3 22.8 1 94.4 5512 Building Pad: 1670‘N, 145‘W(1) 1.5 95.7 22.3 1 94.8 5513 Building Pad: 1675‘N, 155‘W(1) 1.0 95.2 22.1 1 94.3 5514 Building Pad: 1675‘N, 160‘W(1) 0.7 94.5 23.2 1 93.6 5515 Building Pad: 1675‘N, 250‘W(1) 2.5 95.2 22.5 1 94.3 5516 Building Pad: 1680‘N, 260‘W(1) 2.0 95.0 22.6 1 94.1 5517 Building Pad: 1670‘N, 245‘W(1) 1.5 94.2 23.8 1 93.3 5518 Building Pad: 1675‘N, 265‘W(1) 1.0 95.8 22.3 1 94.9 5519 Building Pad: 1670‘N, 245‘W(1) 0.7 96.0 21.9 1 95.0 5520 Building Pad: 1675‘N, 350‘W(1) 2.5 95.3 22.4 1 94.4 5521 Building Pad: 1670‘N, 340‘W(1) 2.0 95.0 22.7 1 94.1 5522 Building Pad: 1680‘N, 360‘W(1) 1.5 94.7 23.1 1 93.8 5523 Building Pad: 1675‘N, 355‘W(1) 1.0 95.9 22.2 1 95.0 5524 Building Pad: 1670‘N, 365‘W(1) 0.7 95.6 22.6 1 94.7 REPORT NO. 226 REPORT DATE: 03-15-13 REG PROJECT NO. 18520 PAGE: 3 of 4 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 5525 03-07-13 Building Pad: 1675‘N, 450‘W(1) 2.5 96.0 21.9 1 95.0 5526 Building Pad: 1680‘N, 455‘W(1) 2.0 94.8 23.5 1 93.9 5527 Building Pad: 1670‘N, 440‘W(1) 1.5 94.1 24.2 1 93.2 5528 Building Pad: 1685‘N, 460‘W(1) 1.0 94.9 23.4 1 94.0 5529 Building Pad: 1675‘N, 445‘W(1) 0.7 95.6 22.5 1 94.7 5530 Building Pad: 1675‘N, 550‘W(1) 2.5 94.4 23.7 1 93.5 5531 Building Pad: 1685‘N, 540‘W(1) 2.0 94.5 23.5 1 93.6 5532 Building Pad: 1670‘N, 555‘W(1) 1.5 95.1 22.9 1 94.2 5533 Building Pad: 1680‘N, 560‘W(1) 1.0 95.0 22.3 1 94.1 5534 Building Pad: 1675‘N, 550‘W(1) 0.7 95.7 21.9 1 94.8 5535 Junction Box Storm Line A: 8.0 97.5 22.1 3 95.1 STA 1+00 N 5536 Junction Box Storm Line A: 7.0 98.0 21.8 3 95.6 STA 1+00 S 5537 Junction Box Storm Line A: 6.0 97.6 21.5 3 95.2 STA 1+00 N 5538 Junction Box Storm Line A: 5.0 98.5 21.9 3 96.1 STA 1+00 S 5539 Junction Box Storm Line A: 4.0 98.7 21.3 3 96.3 STA 1+00 N 5540 Storm Line Lat A-1A: STA 1+20 1.0 97.9 21.5 3 95.5 5541 Storm Line Lat A-1A: STA 1+20 0.0 98.2 21.3 3 95.8 5542 Storm Line Lat B-6: STA 1+25 1.0 98.1 21.3 3 95.7 5543 Storm Line Lat B-6: STA 1+25 0.0 98.5 20.9 3 96.1 5544 Storm Line Lat B-7: STA 1+25 1.0 97.6 21.5 3 95.2 5545 Storm Line Lat B-7: STA 1+25 0.0 97.8 21.0 3 95.4 5546 Storm Line Lat B-8: STA 1+25 1.0 96.4 22.0 1 95.4 5547 Storm Line Lat B-8: STA 1+25 0.0 96.8 21.8 1 95.8 5548 Storm Line Lat B-9: STA 1+25 1.0 96.5 22.1 1 95.5 5549 Storm Line Lat B-9: STA 1+25 0.0 97.1 21.8 1 96.1 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from SE building corner. REPORT NO. 226 REPORT DATE: 03-15-13 REG PROJECT NO. 18520 PAGE: 4 of 4 E-MailSubmitted by: 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 (1) Ms. Sacha Miner REPORT OF FIELD DENSITY TESTS Tradepoint Center II Creekview Road & Freeport Parkway Coppell, Texas REPORTED TO:REPORT NO. Hillwood 223 3090 Olive Street, Suite 300 REPORT DATE: 03-15-13 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-4253(Relative Density) Max. 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 10 D-698 Flex base 15.6 117.4 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 5364 03-06-13 Building Pad: 1625‘N, 25‘W(1) 6.0 94.2 23.2 1 93.3 5365 Building Pad: 1620‘N, 40‘W(1) 5.5 93.8 24.0 1 92.9 5366 Building Pad: 1635‘N, 20‘W(1) 5.0 95.1 22.6 1 94.2 5367 Building Pad: 1625‘N, 35‘W(1) 4.5 95.8 22.3 1 94.9 5368 Building Pad: 1630‘N, 30‘W(1) 4.0 95.3 22.4 1 94.4 5369 Building Pad: 1625‘N, 20‘W(1) 3.5 94.9 23.0 1 94.0 5370 Building Pad: 1635‘N, 30‘W(1) 3.0 95.7 22.3 1 94.8 5371 Building Pad: 1625‘N, 100‘W(1) 6.0 95.0 22.6 1 94.1 5372 Building Pad: 1620‘N, 95‘W(1) 5.5 96.1 22.0 1 95.1 5373 Building Pad: 1630‘N, 105‘W(1) 5.0 96.5 21.9 1 95.5 5374 Building Pad: 1640‘N, 110‘W(1) 4.5 94.4 23.2 1 93.5 5375 Building Pad: 1620‘N, 90‘W(1) 4.0 94.0 23.8 1 93.1 5376 Building Pad: 1640‘N, 115‘W(1) 3.5 95.2 22.7 1 94.3 5377 Building Pad: 1625‘N, 105‘W(1) 3.0 93.6 24.0 1 92.7 5378 Building Pad: 1625‘N, 200‘W(1) 6.0 93.9 23.6 1 93.0 5379 Building Pad: 1630‘N, 210‘W(1) 5.5 94.5 23.1 1 93.6 5380 Building Pad: 1635‘N, 215‘W(1) 5.0 95.4 22.5 1 94.5 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019 TELFAX REPORT NO. 223 REPORT DATE: 03-15-13 REG PROJECT NO. 18520 PAGE: 2 of 4 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 5381 03-06-13 Building Pad: 1640‘N, 200‘W(1) 4.5 95.7 22.4 1 94.8 5382 Building Pad: 1630‘N, 205‘W(1) 4.0 96.2 21.9 1 95.2 5383 Building Pad: 1620‘N, 195‘W(1) 3.5 94.8 23.1 1 93.9 5384 Building Pad: 1625‘N, 205‘W(1) 3.0 94.3 23.9 1 93.4 5385 Building Pad: 1625‘N, 300‘W(1) 6.0 93.9 24.4 1 93.0 5386 Building Pad: 1620‘N, 310‘W(1) 5.5 94.6 23.5 1 93.7 5387 Building Pad: 1625‘N, 315‘W(1) 5.0 95.5 22.9 1 94.6 5388 Building Pad: 1620‘N, 295‘W(1) 4.5 96.1 22.0 1 95.1 5389 Building Pad: 1635‘N, 310‘W(1) 4.0 96.5 21.7 1 95.5 5390 Building Pad: 1640‘N, 300‘W(1) 3.5 94.7 23.0 1 93.8 5391 Building Pad: 1630‘N, 295‘W(1) 3.0 95.2 22.5 1 94.3 5392 Building Pad: 1625‘N, 400‘W(1) 6.0 94.1 23.8 1 93.2 5393 Building Pad: 1630‘N, 410‘W(1) 5.5 93.4 24.4 1 92.5 5394 Building Pad: 1620‘N, 415‘W(1) 5.0 95.0 22.9 1 94.1 5395 Building Pad: 1625‘N, 405‘W(1) 4.5 94.8 23.1 1 93.9 5396 Building Pad: 1630‘N, 395‘W(1) 4.0 95.6 22.4 1 94.7 5397 Building Pad: 1620‘N, 410‘W(1) 3.5 96.0 21.9 1 95.0 5398 Building Pad: 1630‘N, 400‘W(1) 3.0 93.5 24.3 1 92.6 5399 Building Pad: 1625‘N, 515‘W(1) 6.0 95.0 22.5 1 94.1 5400 Building Pad: 1630‘N, 520‘W(1) 5.5 94.7 22.9 1 93.8 5401 Building Pad: 1620‘N, 510‘W(1) 5.0 96.1 21.8 1 95.1 5402 Building Pad: 1640‘N, 525‘W(1) 4.5 95.3 22.5 1 94.4 5403 Building Pad: 1645‘N, 535‘W(1) 4.0 94.2 23.3 1 93.3 5404 Building Pad: 1630‘N, 540‘W(1) 3.5 93.4 24.0 1 92.5 5405 Building Pad: 1620‘N, 520‘W(1) 3.0 95.2 22.8 1 94.3 5406 Building Pad: 1675‘N, 50‘W(1) 6.0 94.6 23.1 1 93.7 5407 Building Pad: 1670‘N, 55‘W(1) 5.5 93.7 23.7 1 92.8 5408 Building Pad: 1680‘N, 40‘W(1) 5.0 95.6 22.4 1 94.7 5409 Building Pad: 1670‘N, 55‘W(1) 4.5 96.5 21.8 1 95.5 5410 Building Pad: 1670‘N, 60‘W(1) 4.0 96.1 21.9 1 95.1 5411 Building Pad: 1675‘N, 55‘W(1) 3.5 95.3 22.1 1 94.4 5412 Building Pad: 1680‘N, 40‘W(1) 3.0 94.4 23.2 1 93.5 5413 Building Pad: 1675‘N, 150‘W(1) 6.0 93.3 24.4 1 92.4 5414 Building Pad: 1680‘N, 160‘W(1) 5.5 94.7 23.5 1 93.8 5415 Building Pad: 1665‘N, 145‘W(1) 5.0 95.6 22.5 1 94.7 5416 Building Pad: 1680‘N, 165‘W(1) 4.5 95.1 22.1 1 94.2 5417 Building Pad: 1670‘N, 160‘W(1) 4.0 94.5 23.2 1 93.6 5418 Building Pad: 1675‘N, 155‘W(1) 3.5 95.8 22.0 1 94.9 5419 Building Pad: 1670‘N, 165‘W(1) 3.0 96.2 21.8 1 95.2 5420 Building Pad: 1675‘N, 250‘W(1) 6.0 94.2 23.2 1 93.3 5421 Building Pad: 1685‘N, 260‘W(1) 5.5 94.0 23.6 1 93.1 5422 Building Pad: 1665‘N, 240‘W(1) 5.0 93.5 24.1 1 92.6 5423 Building Pad: 1660‘N, 250‘W(1) 4.5 93.7 24.5 1 92.8 5424 Building Pad: 1675‘N, 255‘W(1) 4.0 94.4 23.6 1 93.5 5425 Building Pad: 1680‘N, 265‘W(1) 3.5 95.1 22.9 1 94.2 REPORT NO. 223 REPORT DATE: 03-15-13 REG PROJECT NO. 18520 PAGE: 3 of 4 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 5426 03-06-13 Building Pad: 1685‘N, 250‘W(1) 3.0 95.8 22.1 1 94.9 5427 Building Pad: 1675‘N, 350‘W(1) 6.0 96.4 21.8 1 95.4 5428 Building Pad: 1670‘N, 340‘W(1) 5.5 94.3 23.0 1 93.4 5429 Building Pad: 1675‘N, 360‘W(1) 5.0 93.9 24.2 1 93.0 5430 Building Pad: 1675‘N, 355‘W(1) 4.5 93.2 24.6 1 92.3 5431 Building Pad: 1680‘N, 365‘W(1) 4.0 94.7 23.7 1 93.8 5432 Building Pad: 1670‘N, 360‘W(1) 3.5 94.6 23.4 1 93.7 5433 Building Pad: 1680‘N, 350‘W(1) 3.0 95.3 22.8 1 94.4 5434 Building Pad: 1675‘N, 450‘W(1) 6.0 96.1 22.0 1 95.1 5435 Building Pad: 1680‘N, 460‘W(1) 5.5 94.4 23.5 1 93.5 5436 Building Pad: 1670‘N, 440‘W(1) 5.0 93.9 24.2 1 93.0 5437 Building Pad: 1685‘N, 465‘W(1) 4.5 94.7 23.1 1 93.8 5438 Building Pad: 1675‘N, 455‘W(1) 4.0 95.9 22.3 1 95.0 5439 Building Pad: 1680‘N, 440‘W(1) 3.5 94.2 23.7 1 93.3 5440 Building Pad: 1685‘N, 450‘W(1) 3.0 95.0 22.6 1 94.1 5441 Building Pad: 1675‘N, 550‘W(1) 6.0 95.4 22.1 1 94.5 5442 Building Pad: 1680‘N, 560‘W(1) 5.5 96.3 21.7 1 95.3 5443 Building Pad: 1670‘N, 540‘W(1) 5.0 94.2 23.5 1 93.3 5444 Building Pad: 1675‘N, 545‘W(1) 4.5 93.4 24.4 1 92.5 5445 Building Pad: 1665‘N, 555‘W(1) 4.0 94.9 23.7 1 94.0 5446 Building Pad: 1670‘N, 560‘W(1) 3.5 95.8 22.5 1 94.9 5447 Building Pad: 1675‘N, 555‘W(1) 3.0 96.5 21.8 1 95.5 5448 Sanitary Manhole: 10’S, 15’W N 2.0 96.0 22.0 1 95.0 5449 Sanitary Manhole: 10’S, 15’W E 1.0 96.5 22.1 1 95.5 5450 Sanitary Manhole: 10’S, 15’W S 0.0 97.0 21.9 1 96.0 5451 Approach: 120’N, 220’S(2) 0.0 112.9 15.2 10 96.2 5452 Approach: 125’N, 240’E(2) 0.0 111.8 15.9 10 95.2 5453 Storm Line Lat C-1: STA 1+25 1.0 97.8 21.8 3 95.4 5454 Storm Line Lat C-1: STA 1+26 0.0 98.4 21.0 3 96.0 5455 Storm Line Lat E-16: STA 1+12 1.0 96.2 22.5 1 95.2 5456 Storm Line Lat E-16: STA 1+13 0.0 96.8 22.0 1 95.8 5457 Storm Line Lat E-17: STA 1+12 1.0 96.7 22.1 1 95.7 5458 Storm Line Lat E-17: STA 1+13 0.0 97.5 21.8 1 96.5 5459 Storm Line Lat E-18: STA 1+12 1.0 96.1 22.6 1 95.1 5460 Storm Line Lat E-18: STA 1+13 0.0 96.6 22.1 1 95.6 5461 Storm Line Lat E-19: STA 1+12 1.0 96.9 22.4 1 95.9 5462 Storm Line Lat E-19: STA 1+13 0.0 97.8 21.8 1 96.8 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from SE building corner. REPORT NO. 223 REPORT DATE: 03-15-13 REG PROJECT NO. 18520 PAGE: 4 of 4 E-MailSubmitted by: 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 (1) Ms. Sacha Miner