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Freeport NIP(7.5)-LR010827Curve No. Soil Classification Proctor Type Optimum Moisture, Maximum Density, pcf 8 Recycled concrete ASTM D 698 13.0 116.0 REPORT OF LABORATORY COMPACTION TEST Freeport 9 Coppell Road at Bethel Road Coppell, Texas REPORTED TO: Duke -Weeks Realty Corporation 5495 Belt Line Road, Suite 360 Dallas, Texas 75240 ATTN: Mr. Jeff Langston CONTRACTOR: Butler Construction REE]1 I E GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS REPORT NO. 132 REPORT DATE: 08 -27 -01 REG PROJECT NO. 7888 SAMPLE DATE: 08 -13 -01 Mail Distribution: (1) Duke -Weeks Realty Corporation/ Mr. Jeff Langston (1) Butler Construction/ Mr. David Husted (1) Pacheco Koch, Inc./ Mr. Jack Evans (1) City of Coppel /Mr. Lee Stone (1) City of Coppel /Mr. Larry Davis (1) NBC Engineering /Mr. Bob Baker 117.0 116.0 a. 115.0 s 114.0 .F 113.0 112.0 0 111.0 .2 110.0 D 109.0 108.0 9.0 11.0 13.0 15.0 17.0 Moisture Content 19.0 Submitted by: REED ENGINEERING GROUP, INC. Original Signed By James F. Phipps, P.E. JFP /cdl 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019 GROLJFP Proctor No. ASTM Standard Description Optimum Moisture, Maximum Density, PCF 1 D -698 Dark brown clay 16.5 103.0 la D -698 Yellow brown clay 15.5 106.0 2 D -698 Dark brown and yellow clay 18.5 102.0 2a D -698 Brown clay (lime- treated) 21.0 97.0 3 D -698 Yellow brown sandy clay 12 5 113.0 3a D -698 Light brown clay 18.0 102.0 4 D -698 Brown clay w /traces red sand 15 0 104.0 4a D -698 Reddish brown sandy clay 16 0 99.0 5 D -698 Dark gray sandy clay 18.5 99.5 5a D -698 Dark gray sandy clay 18 5 99.5 6 D -698 Light brown clayey sand 11 5 112.5 7 D -698 Yellow brown clayey sand 12 5 113.0 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) ID Level 686 08 -02 -01 Site Fill: 600'N, 50'E(1) 0.8 100.0 20.1 3a 98.0 687 Site Fill: 600'N, 150'E(1) 0.8 99.1 20.7 3a 97.2 688 Site Fill: 600'N, 250'E(1) 0.8 97.5 21.3 3a 95.6 689 Site Fill: 600'N, 350'E(1) 1.2 102.4 17.9 1 96.6 690 Site Fill: 600'N, 352'E(1) 0.8 97.5 21.3 3a 95.6 691 Site Fill: 600'N, 450'E(1) 1.3 100.7 19.6 1 95.0 692 Site Fill: 601'N, 451'E(1) 0.8 97.1 21.7 3a 95.2 693 Site Fill: 601'N, 551'E(1) 1.2 101.9 18.4 1 96.1 694 Site Fill: 600'N, 549'E(1) 0.8 98.5 20.4 3a 96.6 695 Site Fill: 600'N, 650'E(1) 0.8 98.8 20.1 3a 96.9 696 Site Fill: 600'N, 750'E(1) 0.8 99.1 20.6 3a 97.2 697 Site Fill: 600'N, 850'E(1) 0.8 98.6 20.3 3a 96.7 698 08 -06 -01 Site Fill: 600'N, 950'E(1) 1.1 98.5 20.4 3a 96.6 699 Site Fill: 600'N, 952'E(1) 0.8 97.5 21.4 3a 95.6 700 Site Fill: 600'N, 1050'E(1) 1.1 99.1 20.5 3a 97.2 701 Site Fill: 600'N, 1052'E(1) 0.8 99.0 20.1 3a 97.1 REPORTED TO: Duke -Weeks Realty Corporation 5495 Belt Line Road, Suite 360 Dallas, Texas 75240 ATTN: Mr. Jeff Langston CONTRACTOR: Butler Construction REPORT OF FIELD DENSITY TESTS Freeport 9 Coppell Road at Bethel Road Coppell, Texas F=4EEZ] I EI 1C-, 1 r1 EE F=R 1 GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019 REPORT NO. 127 REPORT DATE: 08 27 01 REG PROJECT NO. 7888 TECHNICIAN: L. Johnson M. Siliva PAGE: 1 of 2 rRou1= REPORT NO. 127 REPORT DATE: 08 -27 -01 REG PROJECT NO. 7888 PAGE: 2 of 2 Test No. Date Location Depth Below Final S. G. (feet) Field Density (pcf) Field Moisture °/0) Proctor ID Compaction Level 702 08 -06 -01 Site Fill: 600'N, 1150'E(1) 703 Site Fill: 600'N, 1147'E(1) 704 Site Fill: 600'N, 1147'E(1) 705 Site Fill: 600'N, 1050'E(1) 706 Site Fill: 600'N, 950'E(1) 707 Leave -out: 2'S, 95'E(1) 708 Leave -out: 70'S, 2'E(1) 709 Leave -out: 150'S, 20'E(1) 710 Leave -out: 210'S, 46'E(1) 711 Leave -out: 320'S, 70'E(1) 712 Leave -out: 380'S, 92'E(1) 713 08 -07 -01 Leave -out: 2'S, 95'E(1) 714 Leave -out: 70'S, 2'E(1) 715 Leave -out: 150'S, 20'E(1) 716 Leave -out: 210'S, 46'E(1) 717 Leave -out: 320'S, 70'E(1) 718 Leave -out: 380'S, 92'E(1) 719 08 -08 -01 Site Fill: 700'N, 40'E(1) 720 Site Fill: 700'N, 150'E(1) 721 Site Fill: 700'N, 250'E(1) 722 Site Fill: 700'N, 350'E(1) 723 Site Fill: 700'N, 451'E(1) 724 Site Fill: 700'N, 550'E(1) 725 Site Fill: 700'N, 652'E(1) 726 Site Fill: 700'N, 750'E(1) 727 Site Fill: 700'N, 850'E(1) 728 Site Fill: 700'N, 950'E(1) 729 Site Fill: 700'N, 1050'E(1) 730 Site Fill: 700'N, 1150'E(1) 731 Site Fill: 800'N, 1150'E(1) 732 Site Fill: 800'N, 1050'E(1) 1.1 0.8 1.9 1.9 1.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.3 1.3 1.3 1.8 1.8 1.8 2.3 2.3 2.3 1.2 1.2 1.2 2.6 2.6 97.1 98.2 99.3 97.7 98.6 98.4 99.2 100.9 97.9 100.1 98.6 98.4 99.2 100.9 97.9 100.1 98.6 97.7 98.0 98.6 99.1 96.7 96.5 98.8 98.1 95.7 102.9 103.9 101.5 98.7 95.2 21.8 20.7 20.6 21.2 20.4 19.6 17.6 18.7 17.5 18.3 20.0 19.6 17.6 18.7 17.5 18.3 20.0 21.2 20.9 20.2 20.0 18.2 18.4 20.2 20.8 18.9 17.7 17.4 18.8 20.2 18.8 3a 3a 3a 3a 3a 2 2 2 2 2 2 2 2 2 2 2 2 3a 3a 3a 3a 4a 4a 3a 3a 4 1 1 1 3a 4a 95.2 96.3 97.4 95.8 96.7 101.4 (a) 102.2 (b) 104.0 (c) 100.9 (d) 103.1 (e) 101.6 (f) 101.4 (A) 102.2 (B) 104.0 (C) 100.9 (D) 103.1 (E) 101.6 (F) 95.8 96.1 96.7 97.2 97.7 97.5 96.9 96.2 96.7 97.1 98.0 95.8 96.8 96.2 Comments: Where tested, materials were in compliance with project specifications. Footnote: (1) Measurements referenced from N.W. building corner. Mail Distribution: (1) Duke -Weeks Realty Corporation/ Mr. Jeff Langston (1) Butler Construction /Mr. David Husted (1) Pacheco Koch, Inc. /Mr. Jack Evans (1) City of Coppel /Mr. Lee Stone (1) City of Coppel /Mr. Larry Davis (1) HBC Engineering /Mr. Bob Baker Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Ronald F. Reed, P.E. BW /mm Proctor No. ASTM Standard Description Optimum Moisture, Maximum Density, PCF 1 D -698 Dark brown clay 16 5 103.0 2 D -698 Dark brown and yellow clay 18.5 102.0 2a D -698 Brown clay (lime- treated) 21.0 97.0 3 D -698 Yellow brown sandy clay 12 5 113.0 3a D -698 Light brown clay 18.0 102.0 4 D -698 Brown clay w /traces red sand 15 0 104.0 4a D -698 Reddish brown sandy clay 16 0 99.0 5 D -698 Dark gray sandy clay 18 5 99.5 5a D -698 Dark gray sandy clay 18 5 99.5 6 D -698 Light brown clayey sand 11.5 112.5 7 D -698 Yellow brown clayey sand 12.5 113.0 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) ID Level 733 08 -09 -01 Site Fill: 700'N, 850'E(1) 1.6 99.1 20.6 2 97.2 734 Site Fill: 700'N, 750'E(1) 1.6 98.9 20.9 2 97.0 735 Site Fill: 700'N, 650'E(1) 1.6 98.7 20.7 2 96.8 736 Site Fill: 700'N, 550'E(1) 1.1 98.5 20.4 3a 96.6 737 Site Fill: 700'N, 450'E(1) 1.1 99.3 20.6 3a 97.4 738 Site Fill: 700'N, 350'E(1) 1.1 96.2 18.7 4a 97.2 739 Site Fill: 700'N, 250'E(1) 0.8 96.3 18.5 4a 97.3 740 Site Fill: 700'N, 150'E(1) 0.8 100.0 20.1 3a 98.0 741 Site Fill: 700'N, 50'E(1) 0.8 95.6 18.4 4a 96.6 742 08 -10 -01 Site Fill: 700'N, 350'E(1) 0.8 102.9 17.9 1 97.1 743 Site Fill: 700'N, 450'E(1) 0.8 103.6 17.6 1 97.7 744 Site Fill: 700'N, 550'E(1) 0.8 98.6 20.3 3a 96.7 745 Site Fill: 700'N, 650'E(1) 0.8 97.1 19.2 3a 95.2 746 Site Fill: 700'N, 750'E(1) 0.8 98.5 20.4 3a 96.6 747 Site Fill: 700'N, 850'E(1) 0.8 96.5 18.5 4a 97.5 748 Site Fill: 700'N, 950'E(1) 0.8 95.2 18.8 4a 96.2 749 Site Fill: 700'N, 1050'E(1) 0.8 103.0 17.4 1 97.2 750 Site Fill: 700'N, 1150'E(1) 0.8 102.8 17.7 1 97.0 REPORTED TO: Duke -Weeks Realty Corporation 5495 Belt Line Road, Suite 360 Dallas, Texas 75240 ATTN: Mr. Jeff Langston CONTRACTOR: Butler Construction FRE EEJ REPORT OF FIELD DENSITY TESTS Freeport 9 Coppell Road at Bethel Road Coppell, Texas GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS REPORT NO. 128 REPORT DATE: 08 -27 -01 REG PROJECT NO. 7888 TECHNICIAN: L. Johnson PAGE: 1 of 3 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019 Er1G Ir IEERII II C- ,RO I= REPORT NO. 128 REPORT DATE: 08 -27 -01 REG PROJECT NO. 7888 PAGE: 2 of 3 Test No. Date Location Depth Below Final S. G. (feet) Field Density (pcf) Field Moisture Proctor ID Compaction Level 751 08 -10 -01 Site Fill: 800'N, 950'E(1) 2.6 101.5 18.7 1 95.8 752 Site Fill: 800'N, 850'E(1) 2.3 97.9 21.1 3a 96.0 753 Site Fill: 800'N, 750'E(1) 2.3 97.1 21.8 3a 95.2 754 Site Fill: 800'N, 650'E(1) 2.3 98.6 20.3 3a 96.7 755 Site Fill: 800'N, 550'E(1) 1.8 97.0 18.1 4a 98.0 756 Site Fill: 800'N, 450'E(1) 1.8 99.1 20.2 3a 97.2 757 08 -13 -01 Paving SG: 25'S, 200'E(2) 0.0 98.1 20.8 3a 96.2 758 Paving SG: 27'S, 100'E(2) 0.0 98.6 20.3 3a 96.7 759 Loading Dock: K.9 -5.1 0.0 94.1 23.2 2 97.0 760 Loading Dock: K.9 -5.6 0.0 95.1 23.0 2 98.0 761 Loading Dock: K.9 -6.3 0.0 94.3 23.6 2 97.2 762 Loading Dock: K.9 -6.6 0.0 93.5 23.4 2 96.4 763 Loading Dock: K.9 -7.6 0.0 93.7 23.4 2 96.6 764 Loading Dock: K.9 -8.1 0.0 93.5 23.6 2 96.4 765 Loading Dock: K.9 -8.9 0.0 92.9 24.2 2 95.8 766 Loading Dock: K.9 -10.6 0.0 92.6 24.5 2 95.5 767 Site Fill: 800'N, 50'E(1) 1.3 98.1 20.9 3a 96.2 768 Site Fill: 800'N, 150'E(1) 1.3 98.5 20.2 3a 96.6 769 Site Fill: 800'N, 250'E(1) 1.3 99.0 20.1 3a 97.1 770 Site Fill: 800'N, 350'E(1) 1.8 101.7 18.6 1 95.9 771 Site Fill: 800'N, 1150'E(1) 1.9 102.5 17.8 1 96.7 772 Site Fill: 800'N, 1050'E(1) 1.9 97.0 18.1 4a 98.0 773 Site Fill: 800'N, 950'E(1) 1.9 96.7 18.3 4a 97.7 774 Site Fill: 800'N, 850'E(1) 1.6 99.1 20.6 3a 97.2 775 Site Fill: 800'N, 750'E(1) 1.6 101.0 18.8 1 95.3 776 Site Fill: 800'N, 650'E(1) 1.6 95.1 18.9 4a 96.1 777 Site Fill: 800'N, 550'E(1) 1.1 97.8 21.1 3a 95.9 778 08 -16 -01 Site Fill: 800'N, 1150'E(1) 1.1 99.1 20.6 3a 97.2 779 Site Fill: 800'N, 1050'E(1) 1.1 98.9 20.0 3a 97.0 780 Site Fill: 800'N, 950'E(1) 1.1 98.0 20.7 3a 96.1 781 Site Fill: 800'N, 850'E(1) 0.8 95.6 18.4 4a 96.6 782 Site Fill: 800'N, 750'E(1) 0.8 95.9 18.1 4a 96.9 REPORT NO. 128 REPORT DATE: 08 -27 -01 REG PROJECT NO. 7888 PAGE: 3 of 3 Test No. Date Location Depth Below Final S. G. (feet) Field Density (pcf) Field Moisture Proctor ID Compaction Level 783 08 -16 -01 Site Fill: 800'N, 650'E(1) 784 Site Fill: 800'N, 550'E(1) 785 Site Fill: 800'N, 450'E(1) 786 Site Fill: 800'N, 350'E(1) 787 Site Fill: 800'N, 250'E(1) 788 Site Fill: 800'N, 150'E(1) 789 Site Fill: 800'N, 50'E(1) 0.8 0.8 1.1 1.1 0.8 0.8 0.8 99.7 99.5 98.0 97.4 95.0 97.8 97.3 20.1 20.3 20.7 21.0 19.0 21.1 21.6 3a 3a 3a 3a 4a 3a 3a 97.7 97.5 96.1 95.8 96.0 95.9 95.4 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from N.W. building corner. (2) Measurements referenced from S.W. building corner. Mail Distribution: (1) Duke -Weeks Realty Corporation/ Mr. Jeff Langston (1) Butler Construction /Mr. David Husted (1) Pacheco Koch, Inc. /Mr. Jack Evans (1) City of Coppel /Mr. Lee Stone (1) City of Coppel /Mr. Larry Davis (1) HBC Engineering /Mr. Bob Baker Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Ronald F. Reed, P.E. BW /mm Date Pier No. Pier Diameter (inches) Final Depth of Pier (feet) 08 -15 -01 2 60 12.1 REPORTED TO: Duke -Weeks Realty Corporation 5495 Belt Line Road, Suite 360 Dallas, Texas 75240 ATTN: Mr. Jeff Langston CONTRACTOR: Butler Construction N.W. Screen wall Note: Piers going south to north from building. S.W. Screen wall Note: Piers going north to south from building. N.E. Screen wall RE EL7 REPORT OF PIER OBSERVATION Freeport 9 Coppell Road at Bethel Road Coppell, Texas Note: Pier going south to north from building. Mail Distribution: (1) Duke -Weeks Realty Corporation/ Mr. Jeff Langston (1) Butler Construction /Mr. David Husted (1) Pacheco Koch, Inc. /Mr. Jack Evans (1) City of Coppel /Mr. Lee Stone (1) City of Coppel /Mr. Larry Davis (1) HBC Engineering /Mr. Bob Baker GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS Date Pier No. Pier Diameter (inches) Bell Diameter (inches) Depth Before Bell (feet) Final Depth of Pier (feet) 08 -15 -01 1 2 3 4 5 24 24 24 24 24 60 60 60 60 60 12.3 12.3 12.2 12.9 10.8 12.5 12.6 12.4 13.2 10.9 Date Pier No. Pier Diameter (inches) Bell Diameter (inches) Depth Before Bell (feet) Final Depth of Pier (feet) 08 -15 -01 1 2 3 4 5 6 24 24 24 24 24 24 60 60 60 60 60 60 10.2 10.6 11.2 11.8 11.6 12.7 10.2 10.7 11.4 12.0 11.8 12.8 REPORT NO. 129 REPORT DATE: 08 REG PROJECT NO. 7888 TECHNICIAN: S. Holliday PAGE: 1 of 1 Submitted by: REED ENGINEERING GROUP, INC. Original Signed By James F. Phipps, P.E. BW /mm 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019 E1 1G1f IEERIr7 GRIDLIP