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Coppell Ind 2-LR040813GEOTECHNICAL AND G F~I I"-'l U 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 REPORT NO. 18 REPORT DATE: 08-13-04 REG PROJECT NO, 11300 TECHNICIAN: M. Lawson PAGE: 1 of 3 Description Dark brown clay 19.1 100.7 Brown sandy clay 20.2 103.3 Dark brown clay 19.1 103.5 Yellow & light brown & gray clay 19.7 102.6 w/calcareous nodules Yellow & light brown sandy clay & shale 17.5 105.8 w/calcareous nodules Optimum Maximum Mo sture, % Density, PCF Depth Below Field Field Test Final S. G. Density ~loisture Proctor Compaction No. Date Location (feet) (pcf) ( %) ID Level (%) 576 07-21-04 Bldg Pad: 650'N, 10'E(1) 5.0 96.2 24.5 2 93.1 577 Bldg Pad: 800'N, 10'E(1) 5.0 97.4 23.7 2 94.3 578 Bldg Pad: 800'N, 40'E(1 ) 5.0 99.0 22.6 2 95.8 579 Bldg Pad: 625'N, 40'E(1 ) 5.0 98.2 23.5 2 95.1 580 Bldg Pad: 675'N, 10'E(1) 4.5 98.7 22.5 2 95.5 581 Bldg Pad: 810'N, 10'E(1) 4.5 96.0 24.7 2 92.9 582 Bldg Pad: 775'N, 40'E(1 ) 4.5 97.7 23.5 2 94.6 583 Bldg Pad: 650'N, 40'E(1) 4.5 97.0 24.1 2 93.9 584 BIdg Pad: 800'N, 15'E(1) 4.0 98.0 23.2 2 94.9 585 Bldg Pad: 625'N, 15'E(1) 4.0 95.8 25.2 2 92.7 586 Bldg Pad: 675'N, 45'E(1 ) 4.0 99.2 22.9 2 96.0 587 Bldg Pad: 800'N, 45'E(1) 4.0 100.4 22.5 2 97.2 588 Bldg Pad: 650'N, 15'E(1) 3.5 96.9 24.8 2 93.8 589 Bldg Pad: 800'N, 10'E(1 ) 3.5 97,4 23.5 2 94.3 590 Bldg Pad: 775'N, 40'E(1) 3.5 99.2 21.7 2 96.0 591 Bldg Pad: 625'N, 40'E(1 ) 3.5 96.5 24.7 2 93.4 592 Bldg Pad: 600'N, 10'E(1) 3.0 97.2 23.9 2 94.1 593 Bldg Pad: 800'N, 10'E(1) 3.0 98.1 27.9 2 95.0 594 Bldg Pad: 625'N, 35'E(1) 3.0 98.9 22.9 2 95.7 595 Bldg Pad: 800'N, 35'E(1) 3.0 96.8 24.6 2 93.7 596 Bldg Pad: 650'N, 10'E(1) 2.5 95.5 24.7 2 92.4 597 Bldg Pad: 800'N, 10'E(1) 2.5 97.2 23.0 2 94.1 598 Bldg Pad: 800'N, 40'E(1) 2.5 99.4 22.7 2 96.2 599 Bldg Pad: 600'N, 40'E(1) 2.5 100.4 21.0 2 97.2 REPORT NO. 18 REPORT DATE: 08-13-04 REG PROJECT NO. 11300 PAGE: 2 of 3 'est ~o. Date 300 07-21-04 601 602 603 604 605 606 607 608 609 610 611 612 613 614 615 616 07-22-04 617 618 619 620 621 622 623 624 625 626 627 628 629 630 631 632 633 634 635 636 637 638 639 640 641 642 Location Bldg Pad: 800'N, 15'E(1) Bldg Pad: 675'N, 15'E(1) Bldg Pad: 775'N, 45'E(1 ) Bldg Pad: 800'N, 45'E(1) Bldg Pad: 600'N, 10'E(1) Bldg Pad: 805'N, 10'E(1) Bldg Pad: 625'N. 35'E(1) Bldg Pad: 800'N, 35'E(1) Bldg Pad: 775'N, 15'E(1) Bldg Pad: 625'N, 15'E(1) Bldg Pad: 800'N, 40'E(1 ) Bldg Pad: 650'N, 40'E(1 ) Bldg Pad: 755'N, 10'E(1) Bldg Pad: 625'N, 10'E(1) Bldg Pad: 800'N, 40'E(1 ) BIdg Pad: 625'N, 40'E(1) Bldg Pad: 850'N, 10'E(1) Bldg Pad: 1000'N, 10'E(1) Bldg Pad: 825'N, 40'E(1) Bldg Pad: 990'N, 40'E(1) Bldg Pad: 925'N, 25'E(1 ) Bldg Pad: 825'N, 20'E(1) Bldg Pad: 850'N, 35'E(1) Bldg Pad: 1000'N, 35'E(1) BIdg Pad: 990'N, 10'E(1) Bldg Pad: 850'N, 10'E(1) Bldg Pad: 980'N, 40'E(1) Bldg Pad: 825'N, 40'E(1) Bldg Pad: 830'N, 15'E(1) Bldg Pad: 980'N, 15'E(1) Bldg Pad: 840'N, 35'E(1) Bldg Pad: 990'N, 35'E(1 ) Bldg Pad: 1000'N, 10'E(1) Bldg Pad: 850'N, 10'E(1) Bldg Pad: 850'N, 45'E(1) Bidg Pad: 990'N, 45'E(1) Bldg Pad: 110'N, 15'E(1) Bldg Pad: 850'N, 15'E(1) Bldg Pad: 890'N, 40'E(1) BIdg Pad: 825'N, 40'E(1) Bldg Pad: 850'N, 20'E(1 ) Bldg Pad: 1000'N, 20'E(1) Bldg Pad: 1000'N, 45'E(1) Depth I I I I Below Field Field Final $. G. DensitylMoisturel Proctor Compaction (feet) (pcf) (%) ID Level (%) 2.0 97.6 22.5 2 94.5 2.0 98.4 23.9 2 95.3 2.0 96,7 24.5 2 93,6 2.0 96.0 25,2 2 92.9 1,5 97.8 23.7 2 94.7 1.5 99.2 22.4 2 96.0 1.5 99.0 21.7 2 95.8 1.5 99.9 27.4 2 96.7 1.0 98.0 23.2 2 94.9 1.0 98.4 23.0 2 95.3 1.0 96.7 24.8 2 93.6 1.0 98.2 23.3 2 95.1 0.5 95.7 25.2 2 92.6 0.5 100,4 22.7 2 97.2 0.5 100.0 22,0 2 96.8 0.5 99.0 23.0 2 95.8 10.0 97.7 22.8 4 95.2 10.0 96.6 23.0 4 94~2 10.0 99.2 21.8 4 96,7 10.0 98,3 21.9 4 95,8 9,5 98.6 21.2 4 96.1 9.5 96.8 23.1 4 94.3 9.5 96.4 22.8 4 94.0 9,5 97.6 22.5 4 95.1 9.0 96.6 24.7 2 93.5 9.0 95.4 24,0 2 92.4 9.0 96.4 23.8 2 93.3 9.0 95.9 24.5 2 92.8 8.5 97.9 22,9 2 94.8 8,5 98.1 23.5 2 95.0 8,5 97.6 23.1 2 94.5 8.5 95.3 25.0 2 92,3 8.0 100.2 22.6 2 97.0 8.0 99.1 23.9 2 95.9 8.0 97.3 23.0 2 94.2 8.0 95.0 24,5 2 92.9 7.5 97.3 23.2 2 94.2 7,5 96.8 24.5 2 93.7 7.5 99.3 22.4 2 96.1 7.5 98.4 23.1 2 95,3 7.0 97.9 22,9 2 94.8 7.0 100.3 21.8 2 97.1 7.0 96.2 24.9 2 93.1 REPORT NO. 18 REPORT DATE: 08-13-04 REG PROJECT NO. 11300 PAGE: 3 of 3 Test No. Date Location 643 07-22-04 644 645 646 647 648 649 650 651 652 653 654 655 Depth I I I Below J Field Field [ Final S. G. DensityJMoisturelProctor (feet) (pcf) (%) ID Compaction Level (%) Bldg Pad: 825'N, 45'E(1) 7.0 97.9 22.9 2 94.8 Bldg Pad: 975'N, 10'E(1) 6.5 96.0 22.0 2 97.9 Bldg Pad: 825'N, 10'E(1) 6.5 98.0 23.3 2 94.9 Bldg Pad: 825'N, 10'E(1) 6.5 98.8 23.0 2 95.6 Bldg Pad: 990'N, 35'E(1) 6.5 99.1 23.7 2 95.9 Bldg Pad: 1000;N, 10'E(1) 6.0 99.9 22.7 2 96.7 Bldg Pad: 850'N, 10'E(1) 6.0 96.2 24.8 2 93.1 Bldg Pad: 990'N, 40'E(1 ) 6.0 95.8 25.0 2 92.7 Bldg Pad: 850'N, 40'E(1 ) 6.0 100.4 22.5 2 97.2 Bldg Pad: 1000'N, 40'E(1) 5.5 97.1 23.8 2 94.0 Bldg Pad: 825'N, 10'E(1) 5.5 99.5 22.9 2 96.3 Bldg Pad: 875'N, 40'E(1 ) 5.5 97.4 22.5 2 94.3 BId~l Pad: 990'N, 40'E(1 ) 5.5 96.9 24.0 2 93.8 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from S.W. of building ciorner. 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. Original Signed By Keith E. Atkins Manager, CMT KEA/ns