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Coppell Ind 2-LR130212 REPORT OF FIELD DENSITY TESTS Tradepoint Center II Creekview Road & Freeport Parkway Coppell, Texas REPORTED TO:REPORT NO. Hillwood 102 3090 Olive Street, Suite 300 REPORT DATE: 02-12-13 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 2D-698sandy clay 20.4100.7 Dark brown, light gray & reddish brown 3D-698sandy clay 19.9102.5 4 D-698 Reddish brown & light gray sandy clay 19.9 101.6 5 D-4254 Reddish brown sand with Min. 81.2 D-4253some small gravel 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 21.1 100.8 w/calcareous nodules Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 2459 01-30-13 Building Pad: 725‘N, 25‘W(1) 1.5 95.2 22.1 1 94.3 2460 Building Pad: 730‘N, 30‘W(1) 1.0 94.9 22.6 1 94.0 2461 Building Pad: 720‘N, 20‘W(1) 0.7 96.0 21.8 1 95.0 2462 Building Pad: 725‘N, 100‘W(1) 1.5 94.3 23.1 1 93.4 2463 Building Pad: 725‘N, 105‘W(1) 1.0 94.9 22.5 1 94.0 2464 Building Pad: 720‘N, 110‘W(1) 0.7 95.8 22.0 1 94.9 2465 Building Pad: 725‘N, 200‘W(1) 1.5 94.4 22.9 1 93.5 2466 Building Pad: 720‘N, 200‘W(1) 1.0 94.6 22.3 1 93.7 2467 Building Pad: 725‘N, 205‘W(1) 0.7 95.3 21.9 1 94.4 2468 Building Pad: 725‘N, 300‘W(1) 1.5 94.0 23.1 1 93.1 2469 Building Pad: 725‘N, 310‘W(1) 1.0 94.8 22.5 1 93.9 2470 Building Pad: 725‘N, 305‘W(1) 0.7 95.0 22.0 1 94.1 2471 Building Pad: 725‘N, 400‘W(1) 1.5 95.1 22.6 1 94.2 2472 Building Pad: 720‘N, 405‘W(1) 1.0 95.6 22.1 1 94.7 2473 Building Pad: 725‘N, 410‘W(1) 0.7 96.3 21.9 1 95.3 2474 Building Pad: 725‘N, 500‘W(1) 1.5 95.0 23.0 1 94.1 2475 Building Pad: 725‘N, 510‘W(1) 1.0 96.1 22.5 1 95.1 2476 Building Pad: 725‘N, 515‘W(1) 0.7 96.1 21.8 1 95.1 2477 Building Pad: 775‘N, 50‘W(1) 1.5 95.1 22.5 1 94.2 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019 TELFAX REPORT NO. 102 REPORT DATE: 02-12-13 REG PROJECT NO. 18520 PAGE: 2 of 3 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 2478 01-30-13 Building Pad: 780‘N, 45‘W(1) 1.0 95.8 22.1 1 94.9 2479 Building Pad: 775‘N, 55‘W(1) 0.7 96.2 21.9 1 95.2 2480 Building Pad: 775‘N, 150‘W(1) 1.5 94.8 22.9 1 93.9 2481 Building Pad: 770‘N, 145‘W(1) 1.0 95.5 22.3 1 94.6 2482 Building Pad: 775‘N, 155‘W(1) 0.7 96.0 21.7 1 95.0 2483 Building Pad: 775‘N, 250‘W(1) 1.5 95.7 22.2 1 94.8 2484 Building Pad: 780‘N, 260‘W(1) 1.0 96.0 21.9 1 95.0 2485 Building Pad: 775‘N, 255‘W(1) 0.7 96.4 21.8 1 95.4 2486 Building Pad: 775‘N, 350‘W(1) 1.5 94.3 23.5 1 93.4 2487 Building Pad: 780‘N, 345‘W(1) 1.0 95.2 22.8 1 94.3 2488 Building Pad: 775‘N, 355‘W(1) 0.7 95.8 22.0 1 94.9 2489 Building Pad: 775‘N, 450‘W(1) 1.5 95.5 22.4 1 94.6 2490 Building Pad: 770‘N, 445‘W(1) 1.0 95.9 22.1 1 95.0 2491 Building Pad: 780‘N, 455‘W(1) 0.7 96.2 21.8 1 95.2 2492 Building Pad: 775‘N, 545‘W(1) 1.5 95.4 22.5 1 94.5 2493 Building Pad: 775‘N, 550‘W(1) 1.0 95.6 22.1 1 94.7 2494 Building Pad: 770‘N, 540‘W(1) 0.7 96.2 21.8 1 95.2 2495 Building Pad: 825‘N, 25‘W(1) 10.5 94.3 23.7 1 93.4 2496 Building Pad: 820‘N, 20‘W(1) 10.0 95.0 23.0 1 94.1 2497 Building Pad: 725‘N, 100‘W(1) 10.5 94.0 24.1 1 93.1 2498 Building Pad: 830‘N, 105‘W(1) 10.0 94.5 23.2 1 93.6 2499 Building Pad: 825‘N, 200‘W(1) 10.5 93.8 23.9 1 92.9 2500 Building Pad: 820‘N, 205‘W(1) 10.0 94.2 23.0 1 93.3 2501 Building Pad: 825‘N, 300‘W(1) 10.5 94.5 22.8 1 93.6 2502 Building Pad: 825‘N, 305‘W(1) 10.0 95.5 22.1 1 94.6 2503 Building Pad: 825‘N, 400‘W(1) 10.5 96.2 21.7 1 95.2 2504 Building Pad: 830‘N, 410‘W(1) 10.0 95.0 22.4 1 94.1 2505 Building Pad: 825‘N, 510‘W(1) 10.5 94.4 23.3 1 93.5 2506 Building Pad: 820‘N, 515‘W(1) 10.0 94.1 23.1 1 93.2 2507 Building Pad: 875‘N, 50‘W(1) 10.5 93.3 24.2 1 92.4 2508 Building Pad: 880‘N, 55‘W(1) 10.0 93.9 23.7 1 93.0 2509 Building Pad: 875‘N, 150‘W(1) 10.5 94.8 22.9 1 93.9 2510 Building Pad: 875‘N, 145‘W(1) 10.0 94.8 22.1 1 93.9 2511 Building Pad: 875‘N, 250‘W(1) 10.5 95.3 21.8 1 94.4 2512 Building Pad: 880‘N, 255‘W(1) 10.0 94.2 23.3 1 93.3 2513 Building Pad: 875‘N, 350‘W(1) 10.5 94.7 22.9 1 93.8 2514 Building Pad: 880‘N, 355‘W(1) 10.0 93.9 23.5 1 93.0 2515 Building Pad: 875‘N, 450‘W(1) 10.5 94.2 23.0 1 93.3 2516 Building Pad: 870‘N, 445‘W(1) 10.0 95.5 22.8 1 94.6 REPORT NO. 102 REPORT DATE: 02-12-13 REG PROJECT NO. 18520 PAGE: 3 of 3 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 2517 01-30-13 Building Pad: 875‘N, 540‘W(1) 10.5 96.0 21.9 1 95.0 2518 Building Pad: 880‘N, 550‘W(1) 10.0 95.1 22.9 1 94.2 REPORT OF FIELD DENSITY TESTS Tradepoint Center II Creekview Road & Freeport Parkway Coppell, Texas REPORTED TO:REPORT NO. Hillwood 105 3090 Olive Street, Suite 300 REPORT DATE: 02-12-13 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 2D-698 sandy clay 20.4100.7 Dark brown, light gray & reddish brown 3D-698 sandy clay 19.9102.5 4 D-698 Reddish brown & light gray sandy clay 19.9 101.6 5 D-4254 Reddish brown sand with Min. 81.2 D-4253some small gravel 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 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 2519 01-31-13 Building Pad: 825‘N, 25‘W(1) 9.5 96.0 21.9 1 95.0 2520 Building Pad: 830‘N, 30‘W(1) 9.0 95.2 22.5 1 94.3 2521 Building Pad: 825‘N, 20‘W(1) 8.5 94.8 22.9 1 93.9 2522 Building Pad: 820‘N, 25‘W(1) 8.0 95.0 21.9 1 94.1 2523 Building Pad: 825‘N, 35‘W(1) 7.5 95.3 22.7 1 94.4 2524 Building Pad: 820‘N, 30‘W(1) 7.0 94.2 23.5 1 93.3 2525 Building Pad: 825‘N, 100‘W(1) 9.5 94.3 23.8 1 93.4 2526 Building Pad: 830‘N, 105‘W(1) 9.0 94.0 24.1 1 93.1 2527 Building Pad: 820‘N, 100‘W(1) 8.5 93.3 24.5 1 92.4 2528 Building Pad: 830‘N, 105‘W(1) 8.0 93.8 24.0 1 92.9 2529 Building Pad: 825‘N, 110‘W(1) 7.5 94.7 23.1 1 93.8 2530 Building Pad: 830‘N, 100‘W(1) 7.0 95.3 22.4 1 94.4 2531 Building Pad: 825‘N, 200‘W(1) 9.5 96.0 21.9 1 95.0 2532 Building Pad: 825‘N, 205‘W(1) 9.0 95.6 22.3 1 94.7 2533 Building Pad: 820‘N, 210‘W(1) 8.5 95.1 22.6 1 94.2 2534 Building Pad: 830‘N, 205‘W(1) 8.0 94.7 22.5 1 93.8 2535 Building Pad: 820‘N, 210‘W(1) 7.5 95.5 22.0 1 94.6 2536 Building Pad: 825‘N, 205‘W(1) 7.0 95.3 22.4 1 94.4 2537 Building Pad: 825‘N, 300‘W(1) 9.5 94.4 23.1 1 93.5 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019 TELFAX REPORT NO. 105 REPORT DATE: 02-12-13 REG PROJECT NO. 18520 PAGE: 2 of 4 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 2538 01-31-13 Building Pad: 830‘N, 305‘W(1) 9.0 94.8 22.9 1 93.9 2539 Building Pad: 825‘N, 295‘W(1) 8.5 95.6 22.3 1 94.7 2540 Building Pad: 835‘N, 310‘W(1) 8.0 95.1 22.8 1 94.2 2541 Building Pad: 830‘N, 305‘W(1) 7.5 94.0 23.9 1 93.1 2542 Building Pad: 825‘N, 300‘W(1) 7.0 94.3 23.5 1 93.4 2543 Building Pad: 825‘N, 400‘W(1) 9.5 95.8 22.3 1 94.9 2544 Building Pad: 820‘N, 405‘W(1) 9.0 96.1 22.0 1 95.1 2545 Building Pad: 825‘N, 410‘W(1) 8.5 96.5 21.7 1 95.5 2546 Building Pad: 830‘N, 415‘W(1) 8.0 95.2 22.4 1 94.3 2547 Building Pad: 820‘N, 400‘W(1) 7.5 94.9 23.0 1 94.0 2548 Building Pad: 825‘N, 405‘W(1) 7.0 93.8 24.1 1 92.9 2549 Building Pad: 825‘N, 515‘W(1) 9.5 94.1 23.7 1 93.2 2550 Building Pad: 820‘N, 520‘W(1) 9.0 94.3 23.2 1 93.4 2551 Building Pad: 825‘N, 525‘W(1) 8.5 95.4 22.4 1 94.5 2552 Building Pad: 830‘N, 515‘W(1) 8.0 95.7 22.0 1 94.8 2553 Building Pad: 825‘N, 520‘W(1) 7.5 94.2 23.5 1 93.3 2554 Building Pad: 820‘N, 515‘W(1) 7.0 93.9 24.1 1 93.0 2555 Building Pad: 875‘N, 50‘W(1) 9.5 94.6 23.2 1 93.7 2556 Building Pad: 880‘N, 45‘W(1) 9.0 96.0 22.0 1 95.0 2557 Building Pad: 870‘N, 40‘W(1) 8.5 95.2 22.7 1 94.3 2558 Building Pad: 875‘N, 45‘W(1) 8.0 95.7 22.3 1 94.8 2559 Building Pad: 880‘N, 50‘W(1) 7.5 94.5 23.6 1 93.6 2560 Building Pad: 875‘N, 40‘W(1) 7.0 94.0 24.3 1 93.1 2561 Building Pad: 875‘N, 150‘W(1) 9.5 93.4 24.5 1 92.5 2562 Building Pad: 875‘N, 145‘W(1) 9.0 94.6 23.8 1 93.7 2563 Building Pad: 880‘N, 155‘W(1) 8.5 95.4 22.9 1 94.5 2564 Building Pad: 880‘N, 145‘W(1) 8.0 95.9 22.1 1 95.0 2565 Building Pad: 870‘N, 155‘W(1) 7.5 96.1 21.8 1 95.1 2566 Building Pad: 875‘N, 150‘W(1) 7.0 96.5 21.7 1 95.5 2567 Building Pad: 875‘N, 250‘W(1) 9.5 96.0 22.1 1 95.0 2568 Building Pad: 880‘N, 245‘W(1) 9.0 95.3 22.5 1 94.4 2569 Building Pad: 870‘N, 255‘W(1) 8.5 94.8 23.0 1 93.9 2570 Building Pad: 875‘N, 250‘W(1) 8.0 95.3 22.3 1 94.4 2571 Building Pad: 870‘N, 255‘W(1) 7.5 94.9 23.0 1 94.0 2572 Building Pad: 880‘N, 250‘W(1) 7.0 95.7 22.1 1 94.8 2573 Building Pad: 875‘N, 350‘W(1) 9.5 96.2 21.8 1 95.2 2574 Building Pad: 870‘N, 345‘W(1) 9.0 94.1 23.7 1 93.2 2575 Building Pad: 875‘N, 355‘W(1) 8.5 93.7 24.1 1 92.8 2576 Building Pad: 880‘N, 360‘W(1) 8.0 93.9 23.6 1 93.0 2577 Building Pad: 870‘N, 345‘W(1) 7.5 94.5 23.1 1 93.6 2578 Building Pad: 870‘N, 355‘W(1) 7.0 94.8 22.9 1 93.9 2579 Building Pad: 875‘N, 450‘W(1) 9.5 95.3 22.3 1 94.4 2580 Building Pad: 880‘N, 455‘W(1) 9.0 95.0 23.2 1 94.1 2581 Building Pad: 870‘N, 445‘W(1) 8.5 96.1 22.1 1 95.1 2582 Building Pad: 875‘N, 455‘W(1) 8.0 95.7 21.9 1 94.8 2583 Building Pad: 880‘N, 460‘W(1) 7.5 96.0 22.0 1 95.0 REPORT NO. 105 REPORT DATE: 02-12-13 REG PROJECT NO. 18520 PAGE: 3 of 4 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 2584 01-31-13 Building Pad: 870‘N, 450‘W(1) 7.0 95.4 23.2 1 94.5 2585 Building Pad: 875‘N, 550‘W(1) 9.5 94.5 23.9 1 93.6 2586 Building Pad: 880‘N, 540‘W(1) 9.0 94.2 23.6 1 93.3 2587 Building Pad: 870‘N, 550‘W(1) 8.5 95.6 22.3 1 94.7 2588 Building Pad: 875‘N, 555‘W(1) 8.0 94.8 23.1 1 93.9 2589 Building Pad: 870‘N, 560‘W(1) 7.5 96.0 22.0 1 95.0 2590 Building Pad: 880‘N, 545‘W(1) 7.0 94.3 23.4 1 93.4 2591 Building Pad: 925‘N, 25‘W(1) 10.5 93.8 22.8 1 92.9 2592 Building Pad: 920‘N, 30‘W(1) 10.0 95.1 22.2 1 94.2 2593 Building Pad: 930‘N, 40‘W(1) 9.5 95.9 22.0 1 95.0 2594 Building Pad: 925‘N, 100‘W(1) 10.5 94.4 23.2 1 93.5 2595 Building Pad: 920‘N, 105‘W(1) 10.0 94.0 24.0 1 93.1 2596 Building Pad: 925‘N, 110‘W(1) 9.5 94.7 23.3 1 93.8 2597 Building Pad: 925‘N, 200‘W(1) 10.5 94.1 22.7 1 93.2 2598 Building Pad: 930‘N, 205‘W(1) 10.0 95.3 22.0 1 94.4 2599 Building Pad: 935‘N, 210‘W(1) 9.5 96.5 21.8 1 95.5 2600 Building Pad: 925‘N, 300‘W(1) 10.5 94.6 22.4 1 93.7 2601 Building Pad: 920‘N, 305‘W(1) 10.0 95.4 22.1 1 94.5 2602 Building Pad: 925‘N, 310‘W(1) 9.5 96.3 21.8 1 95.3 2603 Building Pad: 925‘N, 400‘W(1) 10.5 95.1 22.6 1 94.2 2604 Building Pad: 920‘N, 405‘W(1) 10.0 95.2 22.3 1 94.3 2605 Building Pad: 930‘N, 415‘W(1) 9.5 94.8 23.0 1 93.9 2606 Building Pad: 925‘N, 520‘W(1) 10.5 96.0 21.9 1 95.0 2607 Building Pad: 930‘N, 525‘W(1) 10.0 95.5 22.2 1 94.6 2608 Building Pad: 925‘N, 530‘W(1) 9.5 95.9 22.0 1 95.0 2609 Paving: 1935‘N, 230‘E(1) 1.0 97.5 21.4 3 95.1 2610 Paving: 1935‘N, 230‘E(1) 0.0 98.0 21.0 3 95.6 2611 Paving: 1950‘N, 60‘E(1) 2.0 97.6 21.8 3 95.2 2612 Paving: 1950‘N, 60‘E(1) 1.0 98.1 21.5 3 95.7 2613 Paving: 1950‘N, 60‘E(1) 0.0 97.9 21.0 3 95.5 2614 Paving: 1945‘N, 130‘E(1) 2.0 97.4 22.0 3 95.0 2615 Paving: 1945‘N, 130‘E(1) 1.0 97.8 21.5 3 95.4 2616 Paving: 1945‘N, 130‘E(1) 0.0 98.2 20.9 3 95.8 2617 Electrical Line: R.75/11.5 1.0 96.3 21.8 1 95.3 2618 Electrical Line: R.75/11.5 0.0 95.9 21.5 6 96.4 REPORT NO. 105 REPORT DATE: 02-12-13 REG PROJECT NO. 18520 PAGE: 4 of 4 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 106 3090 Olive Street, Suite 300 REPORT DATE: 02-12-13 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 (%) 2619 02-01-13 Building Pad: 825‘N, 25‘W(1) 6.5 94.3 23.9 1 93.4 2620 Building Pad: 830‘N, 30‘W(1) 6.0 95.1 23.0 1 94.2 2621 Building Pad: 820‘N, 35‘W(1) 5.5 96.0 22.2 1 95.0 2622 Building Pad: 825‘N, 20‘W(1) 5.0 95.5 22.5 1 94.6 2623 Building Pad: 825‘N, 25‘W(1) 4.5 94.0 23.4 1 93.1 2624 Building Pad: 825‘N, 100‘W(1) 6.5 93.3 24.8 1 92.4 2625 Building Pad: 830‘N, 105‘W(1) 6.0 93.7 24.2 1 92.8 2626 Building Pad: 820‘N, 110‘W(1) 5.5 93.1 24.9 1 92.2 2627 Building Pad: 825‘N, 100‘W(1) 5.0 94.2 23.5 1 93.3 2628 Building Pad: 830‘N, 110‘W(1) 4.5 95.3 22.8 1 94.4 2629 Building Pad: 825‘N, 200‘W(1) 6.5 95.5 22.1 1 94.6 2630 Building Pad: 830‘N, 210‘W(1) 6.0 96.3 21.8 1 95.3 2631 Building Pad: 835‘N, 205‘W(1) 5.5 96.0 21.9 1 95.0 2632 Building Pad: 820‘N, 210‘W(1) 5.0 95.7 22.1 1 94.8 2633 Building Pad: 825‘N, 205‘W(1) 4.5 95.1 22.8 1 94.2 2634 Building Pad: 825‘N, 300‘W(1) 6.5 94.8 23.2 1 93.9 2635 Building Pad: 825‘N, 305‘W(1) 6.0 95.6 22.4 1 94.7 2636 Building Pad: 820‘N, 310‘W(1) 5.5 96.1 22.0 1 95.1 2637 Building Pad: 825‘N, 315‘W(1) 5.0 95.5 22.8 1 94.6 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019 TELFAX REPORT NO. 106 REPORT DATE: 02-12-13 REG PROJECT NO. 18520 PAGE: 2 of 4 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 2638 02-01-13 Building Pad: 830‘N, 310‘W(1) 4.5 93.9 24.2 1 93.0 2639 Building Pad: 825‘N, 400‘W(1) 6.5 94.5 23.5 1 93.6 2640 Building Pad: 830‘N, 405‘W(1) 6.0 94.0 24.0 1 93.1 2641 Building Pad: 820‘N, 395‘W(1) 5.5 93.3 25.0 1 92.4 2642 Building Pad: 825‘N, 405‘W(1) 5.0 94.7 23.1 1 93.8 2643 Building Pad: 830‘N, 410‘W(1) 4.5 94.5 22.7 1 93.6 2644 Building Pad: 825‘N, 510‘W(1) 6.5 95.3 23.0 1 94.4 2645 Building Pad: 820‘N, 515‘W(1) 6.0 95.8 22.4 1 94.9 2646 Building Pad: 830‘N, 520‘W(1) 5.5 96.2 22.1 1 95.2 2647 Building Pad: 820‘N, 535‘W(1) 5.0 94.8 23.2 1 93.9 2648 Building Pad: 825‘N, 515‘W(1) 4.5 96.0 22.0 1 95.0 2649 Building Pad: 875‘N, 50‘W(1) 6.5 95.2 22.6 1 94.3 2650 Building Pad: 875‘N, 45‘W(1) 6.0 94.3 23.5 1 93.4 2651 Building Pad: 870‘N, 55‘W(1) 5.5 93.9 24.6 1 93.0 2652 Building Pad: 875‘N, 50‘W(1) 5.0 94.0 23.8 1 93.1 2653 Building Pad: 870‘N, 45‘W(1) 4.5 93.5 24.5 1 92.6 2654 Building Pad: 875‘N, 150‘W(1) 6.5 95.1 23.0 1 94.2 2655 Building Pad: 880‘N, 155‘W(1) 6.0 94.4 23.8 1 93.5 2656 Building Pad: 870‘N, 145‘W(1) 5.5 95.6 22.9 1 94.7 2657 Building Pad: 875‘N, 155‘W(1) 5.0 95.0 22.4 1 94.1 2658 Building Pad: 880‘N, 160‘W(1) 4.5 96.5 21.8 1 95.5 2659 Building Pad: 875‘N, 250‘W(1) 6.5 94.3 23.5 1 93.4 2660 Building Pad: 880‘N, 255‘W(1) 6.0 94.0 23.9 1 93.1 2661 Building Pad: 870‘N, 260‘W(1) 5.5 93.2 24.8 1 92.3 2662 Building Pad: 875‘N, 250‘W(1) 5.0 95.4 23.0 1 94.5 2663 Building Pad: 870‘N, 260‘W(1) 4.5 95.8 22.1 1 94.9 2664 Building Pad: 875‘N, 350‘W(1) 6.5 96.2 21.9 1 95.2 2665 Building Pad: 880‘N, 345‘W(1) 6.0 94.7 23.1 1 93.8 2666 Building Pad: 870‘N, 360‘W(1) 5.5 94.2 23.5 1 93.3 2667 Building Pad: 875‘N, 355‘W(1) 5.0 95.3 22.4 1 94.4 2668 Building Pad: 880‘N, 350‘W(1) 4.5 96.0 21.8 1 95.0 2669 Building Pad: 875‘N, 450‘W(1) 6.5 95.8 22.3 1 94.9 2670 Building Pad: 870‘N, 455‘W(1) 6.0 94.8 23.1 1 93.9 2671 Building Pad: 875‘N, 460‘W(1) 5.5 96.1 22.0 1 95.1 2672 Building Pad: 880‘N, 450‘W(1) 5.0 95.9 22.3 1 95.0 2673 Building Pad: 870‘N, 445‘W(1) 4.5 93.9 24.0 1 93.0 2674 Building Pad: 875‘N, 550‘W(1) 6.5 95.6 22.4 1 94.7 2675 Building Pad: 880‘N, 555‘W(1) 6.0 96.5 21.8 1 95.5 2676 Building Pad: 870‘N, 545‘W(1) 5.5 96.0 21.9 1 95.0 2677 Building Pad: 870‘N, 560‘W(1) 5.0 95.2 22.2 1 94.3 2678 Building Pad: 875‘N, 550‘W(1) 4.5 94.3 23.6 1 93.4 2679 Building Pad: 925‘N, 25‘W(1) 9.0 94.0 23.8 1 93.1 2680 Building Pad: 925‘N, 30‘W(1) 8.5 95.4 22.4 1 94.5 2681 Building Pad: 920‘N, 20‘W(1) 8.0 95.7 22.0 1 94.8 2682 Building Pad: 925‘N, 30‘W(1) 7.5 94.7 22.9 1 93.8 2683 Building Pad: 920‘N, 35‘W(1) 7.0 95.8 21.8 1 94.9 REPORT NO. 106 REPORT DATE: 02-12-13 REG PROJECT NO. 18520 PAGE: 3 of 4 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 2684 02-01-13 Building Pad: 925‘N, 100‘W(1) 9.0 96.3 21.7 1 95.3 2685 Building Pad: 925‘N, 110‘W(1) 8.5 95.1 22.9 1 94.2 2686 Building Pad: 920‘N, 105‘W(1) 8.0 95.5 22.1 1 94.6 2687 Building Pad: 925‘N, 115‘W(1) 7.5 96.0 22.0 1 95.0 2688 Building Pad: 920‘N, 100‘W(1) 7.0 95.2 23.1 1 94.3 2689 Building Pad: 925‘N, 200‘W(1) 9.0 95.6 22.5 1 94.7 2690 Building Pad: 930‘N, 205‘W(1) 8.5 94.8 23.4 1 93.9 2691 Building Pad: 920‘N, 210‘W(1) 8.0 94.0 24.0 1 93.1 2692 Building Pad: 930‘N, 205‘W(1) 7.5 94.3 23.1 1 93.4 2693 Building Pad: 920‘N, 200‘W(1) 7.0 95.6 22.0 1 94.7 2694 Building Pad: 925‘N, 300‘W(1) 9.0 93.8 24.1 1 92.9 2695 Building Pad: 920‘N, 305‘W(1) 8.5 94.1 23.5 1 93.2 2696 Building Pad: 925‘N, 310‘W(1) 8.0 96.1 21.8 1 95.1 2697 Building Pad: 920‘N, 300‘W(1) 7.5 95.6 22.3 1 94.7 2698 Building Pad: 925‘N, 310‘W(1) 7.0 96.4 21.7 1 95.4 2699 Building Pad: 925‘N, 400‘W(1) 9.0 95.0 22.2 1 94.1 2700 Building Pad: 920‘N, 405‘W(1) 8.5 94.5 23.2 1 93.6 2701 Building Pad: 930‘N, 410‘W(1) 8.0 94.2 23.5 1 93.3 2702 Building Pad: 925‘N, 400‘W(1) 7.5 94.7 23.1 1 93.8 2703 Building Pad: 920‘N, 405‘W(1) 7.0 95.0 22.6 1 94.1 2704 Building Pad: 925‘N, 515‘W(1) 9.0 94.8 22.8 1 93.9 2705 Building Pad: 920‘N, 520‘W(1) 8.5 95.4 22.1 1 94.5 2706 Building Pad: 920‘N, 530‘W(1) 8.0 96.0 21.8 1 95.0 2707 Building Pad: 925‘N, 535‘W(1) 7.5 95.0 22.4 1 94.1 2708 Building Pad: 920‘N, 540‘W(1) 7.0 96.0 21.7 1 95.0 2709 Paving: 1950’N, 330’W(1) 2.0 97.5 21.3 3 95.1 2710 Paving: 1950’N, 330’W(1) 1.0 98.0 21.0 3 95.6 2711 Paving: 1950’N, 330’W(1) 0.0 97.9 20.9 3 95.5 2712 Paving: 1945’N, 530’W(1) 2.0 97.6 21.7 3 95.2 2713 Paving: 1945’N, 530’W(1) 1.0 98.1 21.4 3 95.7 2714 Paving: 1945’N, 530’W(1) 0.0 98.5 21.0 3 96.1 2715 Plumbing Line: S.9/1.25 1.0 96.2 21.8 1 95.2 2716 Plumbing Line: S.9/1.25 0.0 95.9 21.4 6 96.4 2717 Plumbing Line: R.75/1.25 1.0 96.5 21.7 1 95.5 2718 Plumbing Line: R.75/1.25 0.0 96.0 21.3 6 96.5 REPORT NO. 106 REPORT DATE: 02-12-13 REG PROJECT NO. 18520 PAGE: 4 of 4 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 108 3090 Olive Street, Suite 300 REPORT DATE: 02-12-13 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 (%) 2719 02-03-13 Building Pad: 825‘N, 25‘W(1) 4.0 93.8 24.1 1 92.9 2720 Building Pad: 830‘N, 30‘W(1) 3.5 95.1 23.5 1 94.2 2721 Building Pad: 825‘N, 20‘W(1) 3.0 94.5 23.0 1 93.6 2722 Building Pad: 820‘N, 25‘W(1) 2.5 95.7 22.3 1 94.8 2723 Building Pad: 825‘N, 35‘W(1) 2.0 96.2 21.8 1 95.2 2724 Building Pad: 825‘N, 100‘W(1) 4.0 95.3 22.1 1 94.4 2725 Building Pad: 820‘N, 105‘W(1) 3.5 94.6 23.2 1 93.7 2726 Building Pad: 830‘N, 110‘W(1) 3.0 94.0 23.7 1 93.1 2727 Building Pad: 820‘N, 100‘W(1) 2.5 94.5 22.9 1 93.6 2728 Building Pad: 825‘N, 105‘W(1) 2.0 95.5 22.0 1 94.6 2729 Building Pad: 825‘N, 200‘W(1) 4.0 96.7 21.7 1 95.7 2730 Building Pad: 820‘N, 205‘W(1) 3.5 94.3 23.4 1 93.4 2731 Building Pad: 825‘N, 210‘W(1) 3.0 93.5 24.0 1 92.6 2732 Building Pad: 830‘N, 200‘W(1) 2.5 94.8 23.1 1 93.9 2733 Building Pad: 825‘N, 205‘W(1) 2.0 95.1 22.5 1 94.2 2734 Building Pad: 825‘N, 300‘W(1) 4.0 95.7 21.9 1 94.8 2735 Building Pad: 820‘N, 305‘W(1) 3.5 95.3 22.0 1 94.4 2736 Building Pad: 825‘N, 300‘W(1) 3.0 96.3 21.8 1 95.3 2737 Building Pad: 830‘N, 305‘W(1) 2.5 95.4 22.1 1 94.5 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019 TELFAX REPORT NO. 108 REPORT DATE: 02-12-13 REG PROJECT NO. 18520 PAGE: 2 of 4 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 2738 02-03-13 Building Pad: 820‘N, 295‘W(1) 2.0 93.9 23.7 1 93.0 2739 Building Pad: 825‘N, 400‘W(1) 4.0 94.2 23.3 1 93.3 2740 Building Pad: 830‘N, 410‘W(1) 3.5 94.8 22.9 1 93.9 2741 Building Pad: 820‘N, 405‘W(1) 3.0 95.2 22.1 1 94.3 2742 Building Pad: 815‘N, 410‘W(1) 2.5 96.0 21.9 1 95.0 2743 Building Pad: 830‘N, 405‘W(1) 2.0 94.4 23.4 1 93.5 2744 Building Pad: 825‘N, 515‘W(1) 4.0 93.1 24.5 1 92.2 2745 Building Pad: 820‘N, 520‘W(1) 3.5 93.8 24.2 1 92.9 2746 Building Pad: 825‘N, 510‘W(1) 3.0 94.5 23.6 1 93.6 2747 Building Pad: 830‘N, 515‘W(1) 2.5 95.1 23.0 1 94.2 2748 Building Pad: 825‘N, 535‘W(1) 2.0 96.5 22.0 1 95.5 2749 Building Pad: 875‘N, 50‘W(1) 4.0 96.0 21.7 1 95.0 2750 Building Pad: 880‘N, 55‘W(1) 3.5 94.6 22.3 1 93.7 2751 Building Pad: 870‘N, 45‘W(1) 3.0 95.3 22.0 1 94.4 2752 Building Pad: 880‘N, 40‘W(1) 2.5 94.5 22.1 1 93.6 2753 Building Pad: 875‘N, 50‘W(1) 2.0 95.4 22.5 1 94.5 2754 Building Pad: 875‘N, 150‘W(1) 4.0 95.0 23.0 1 94.1 2755 Building Pad: 880‘N, 155‘W(1) 3.5 94.1 23.9 1 93.2 2756 Building Pad: 870‘N, 140‘W(1) 3.0 94.6 23.4 1 93.7 2757 Building Pad: 875‘N, 155‘W(1) 2.5 95.4 22.0 1 94.5 2758 Building Pad: 880‘N, 145‘W(1) 2.0 94.0 24.2 1 93.1 2759 Building Pad: 875‘N, 250‘W(1) 4.0 93.5 24.6 1 92.6 2760 Building Pad: 880‘N, 255‘W(1) 3.5 94.7 23.5 1 93.8 2761 Building Pad: 870‘N, 245‘W(1) 3.0 95.5 23.0 1 94.6 2762 Building Pad: 875‘N, 255‘W(1) 2.5 95.6 22.3 1 94.7 2763 Building Pad: 880‘N, 250‘W(1) 2.0 96.3 21.9 1 95.3 2764 Building Pad: 875‘N, 350‘W(1) 4.0 96.0 21.8 1 95.0 2765 Building Pad: 875‘N, 345‘W(1) 3.5 95.4 22.0 1 94.5 2766 Building Pad: 880‘N, 355‘W(1) 3.0 95.1 22.3 1 94.2 2767 Building Pad: 885‘N, 350‘W(1) 2.5 94.5 23.1 1 93.6 2768 Building Pad: 875‘N, 345‘W(1) 2.0 94.2 23.6 1 93.3 2769 Building Pad: 875‘N, 450‘W(1) 4.0 93.9 23.0 1 93.0 2770 Building Pad: 880‘N, 455‘W(1) 3.5 96.0 21.9 1 95.0 2771 Building Pad: 875‘N, 460‘W(1) 3.0 94.8 23.1 1 93.9 2772 Building Pad: 870‘N, 450‘W(1) 2.5 95.1 22.6 1 94.2 2773 Building Pad: 875‘N, 455‘W(1) 2.0 94.3 23.3 1 93.4 2774 Building Pad: 875‘N, 550‘W(1) 4.0 94.0 23.7 1 93.1 2775 Building Pad: 880‘N, 545‘W(1) 3.5 93.8 24.3 1 92.9 2776 Building Pad: 870‘N, 560‘W(1) 3.0 94.5 23.5 1 93.6 2777 Building Pad: 875‘N, 545‘W(1) 2.5 95.6 22.4 1 94.7 2778 Building Pad: 875‘N, 550‘W(1) 2.0 95.9 22.0 1 95.0 2779 Building Pad: 725‘N, 25‘W(1) 0.0 94.9 21.5 6 95.4 2780 Building Pad: 725‘N, 100‘W(1) 0.0 95.6 21.3 6 96.1 2781 Building Pad: 725‘N, 200‘W(1) 0.0 94.5 22.0 6 95.0 2782 Building Pad: 725‘N, 300‘W(1) 0.0 95.3 21.7 6 95.8 REPORT NO. 108 REPORT DATE: 02-12-13 REG PROJECT NO. 18520 PAGE: 3 of 4 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 2783 02-03-13 Building Pad: 725‘N, 400‘W(1) 0.0 94.8 21.6 6 95.3 2784 Building Pad: 725‘N, 510‘W(1) 0.0 95.0 21.4 6 95.5 2785 Building Pad: 775‘N, 50‘W(1) 0.0 96.2 21.3 6 96.7 2786 Building Pad: 775‘N, 150‘W(1) 0.0 95.5 21.6 6 96.0 2787 Building Pad: 775‘N, 250‘W(1) 0.0 95.3 21.5 6 95.8 2788 Building Pad: 775‘N, 350‘W(1) 0.0 96.0 21.3 6 96.5 2789 Building Pad: 775‘N, 450‘W(1) 0.0 94.8 22.0 6 95.3 2790 Building Pad: 775‘N, 550‘W(1) 0.0 95.6 21.6 6 96.1 2791 Building Pad: 925‘N, 25‘W(1) 6.5 95.3 22.4 1 94.4 2792 Building Pad: 920‘N, 30‘W(1) 6.0 94.8 23.1 1 93.9 2793 Building Pad: 930‘N, 20‘W(1) 5.5 95.7 22.7 1 94.8 2794 Building Pad: 925‘N, 25‘W(1) 5.0 95.9 22.0 1 95.0 2795 Building Pad: 925‘N, 35‘W(1) 4.5 96.3 21.8 1 95.3 2796 Building Pad: 925‘N, 100‘W(1) 6.5 94.4 23.2 1 93.5 2797 Building Pad: 925‘N, 105‘W(1) 6.0 94.0 23.9 1 93.1 2798 Building Pad: 920‘N, 110‘W(1) 5.5 95.1 22.6 1 94.2 2799 Building Pad: 930‘N, 110‘W(1) 5.0 95.4 22.1 1 94.5 2800 Building Pad: 925‘N, 105‘W(1) 4.5 96.3 21.9 1 95.3 2801 Building Pad: 925‘N, 200‘W(1) 6.5 95.0 23.4 1 94.1 2802 Building Pad: 930‘N, 205‘W(1) 6.0 94.4 23.6 1 93.5 2803 Building Pad: 920‘N, 210‘W(1) 5.5 94.1 24.2 1 93.2 2804 Building Pad: 925‘N, 205‘W(1) 5.0 94.3 23.2 1 93.4 2805 Building Pad: 920‘N, 210‘W(1) 4.5 95.1 22.5 1 94.2 2806 Building Pad: 925‘N, 300‘W(1) 6.5 93.8 24.0 1 92.9 2807 Building Pad: 930‘N, 310‘W(1) 6.0 94.5 23.8 1 93.6 2808 Building Pad: 920‘N, 305‘W(1) 5.5 94.9 23.2 1 94.0 2809 Building Pad: 925‘N, 315‘W(1) 5.0 95.4 22.6 1 94.5 2810 Building Pad: 930‘N, 320‘W(1) 4.5 94.6 23.0 1 93.7 2811 Building Pad: 925‘N, 400‘W(1) 6.5 93.3 24.6 1 92.4 2812 Building Pad: 920‘N, 405‘W(1) 6.0 93.9 24.2 1 93.0 2813 Building Pad: 915‘N, 410‘W(1) 5.5 94.7 23.2 1 93.8 2814 Building Pad: 920‘N, 415‘W(1) 5.0 95.6 22.3 1 94.7 2815 Building Pad: 925‘N, 405‘W(1) 4.5 96.0 21.8 1 95.0 2816 Building Pad: 925‘N, 515‘W(1) 6.5 95.2 22.4 1 94.3 2817 Building Pad: 930‘N, 520‘W(1) 6.0 96.5 21.8 1 95.5 2818 Building Pad: 930‘N, 530‘W(1) 5.5 95.8 22.1 1 94.9 2819 Building Pad: 925‘N, 525‘W(1) 5.0 95.1 22.5 1 94.2 2820 Building Pad: 920‘N, 535‘W(1) 4.5 95.5 22.0 1 94.6 REPORT NO. 108 REPORT DATE: 02-12-13 REG PROJECT NO. 18520 PAGE: 4 of 4 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