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Freeport NIP(7.5)-LR010814 I~;I I~"1~" /--~ I E~ r"'ll~ I F--IE I~" I~ilr-! I~i GEOTECHNICAL AND I~ R I'-1 I I ~ ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Freeport 9 Coppell Road at Bethel Road Coppell, Texas REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 110 5495 Belt Line Road, Suite 360 REPORT DATE: 08-14-01 Dallas, Texas 75240 REG PROJECT NO. 7888 ATTN: Mr. Jeff Langston TECHNICIAN: L. Johnson PAGE: 1 of 2 CONTRACTOR: Butler Construction Proctor ASTM Optimum Maximum No. Standard Description Moisture, % 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 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 (%) 568 07-18-01 Site Fill: 300'N, 50'E(1) 0.8 97.1 21.9 3a 95.2 569 Site Fill: 300'N, 150'E(1) 0.8 97.6 21.3 3a 95.7 570 Site Fill: 300'N, 250'E(1) 0.8 98.1 20.9 3a 96.2 571 Site Fill: 300'N, 350'E(1 ) 1.1 97.7 21.2 3a 95.8 572 Site Fill: 300'N, 450'E(1 ) 1.1 95.6 18.5 4a 96.6 573 Site Fill: 300'N, 550'E(1) 1.1 96.1 18.9 4a 97.1 574 Site Fill: 300'N, 650'E(1) 0.8 95.0 19.1 4a 96.0 575 Site Fill: 300'N, 750'E(1) 0.8 97.8 21.1 3a 95.9 576 Site Fill: 300'N, 850'E(1) 0.8 98.1 20.8 3a 96.2 577 Site Fill: 300'N, 950'E(1 ) 0.8 98.5 20.4 3a 96.6 578 Site Fill: 300'N, 1050'E(1) 0.8 94.6 19.5 4a 95.6 579 Site Fill: 300'N, 1150'E(1) 0.8 98.1 20.8 3a 96.2 2424 STUTZ DR. * SUITE 400 · DALLAS, TX 75235 * TEL [214] 350 5600 * FAX [214] 350 0019 REPORT NO. 110 REPORT DATE: 08-14-01 REG PROJECT NO. 7888 PAGE: 2 of 2 Depth Below Field Field Test Final S.G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) ( %) ID Level (%) 580 07-19-01 Site Fill: 300'N, 350'E(1) 0.8 97.9 21.1 3a 96.0 581 Site Fill: 300'N, 450'E(1) 0.8 94.8 19.1 4a 95.8 582 Site Fill: 300'N, 550'E(1 ) 0.8 95.3 18.7 4a 96.3 583 Site Fill: 400'N, 1050'E(1 ) 3.3 98.5 20.4 3a 96.6 584 Site Fill: 400'N, 950'E(1 ) 3.3 97.7 31.2 3a 95.8 585 Site Fill: 400'N, 850'E(1) 2.3 95.7 18.2 4a 96.7 586 Site Fill: 400'N, 750'E(1) 2.3 98.0 20.9 3a 96.7 587 07-20-01 Site Fill: 400'S, 1150'E(1) 2.6 99.1 20.6 3a 97.2 588 Site Fill: 400'S, 1050'E(1) 2.6 98.3 20.6 3a 96.4 589 Site Fill: 400'S, 950'E(1 ) 2.6 97.7 21.3 3a 95.8 590 Site Fill: 400'S, 850'E(1) 1.6 99.1 20.1 3a 97.2 591 Site Fill: 400'S, 750'E(1) 1.6 96.7 18.7 4a 97.7 592 Site Fill: 400'S, 650'E(1) 1.6 100.0 20.1 3a 98.0 593 Site Fill: 400'S, 550'E(1) 1.2 95.0 19.1 4a 96.0 594 Site Fill: 400'S, 450'E(1) 1.2 96.1 18.9 4a 97.1 595 Site Fill: 400'S, 350'E(1) 1.2 95.9 18.2 4a 96.9 596 Site Fill: 400'S, 250'E(1) 0.8 99.1 20.9 3a 97.2 597 Site Fill: 400'S, 150'E(1) 0.8 98.5 20.3 3a 96.6 598 Site Fill: 400'S, 25'E(1) 0.8 98.1 21.7 3a 96.2 Comments: Where tested, materials were in compliance with project specifications. Footnote: (1) Measurements referenced from N.W. building corner. Mail Submitted by: Distribution: (1) Duke-Weeks Realty Corporation/ Mr. Jeff Langston REED ENGINEERING GROUP, INC. (1) Butler Construction/Mr. David Husted (1) Pacheco Koch, Inc./Mr. Jack Evans Original Signed By (1) City of Coppel/Mr. Lee Stone (1) City of Coppel/Mr. Larry Davis Ronald F. Reed, P.E. (1) HBC Engineering/Mr. Bob Baker BW/cg F:IEEI--i I EI--Ir-~ I r~EEF:III--II~i GEOTECHNICAL AND I:~ F;I I--I I I p ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Freeport 9 Coppell Road at Bethel Road Coppell, Texas REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 115 5495 Belt Line Road, Suite 360 REPORT DATE: 08-14-01 Dallas, Texas 75240 REG PROJECT NO. 7888 ATTN: Mr. Jeff Langston TECHNICIAN: L.. Johnson PAGE: 1 of 2 CONTRACTOR: Butler Construction Proctor ASTM Optimum Maximum No. Standard Description Moisture, % Density, PCF 1 D-698 Dark brown clay 16.5 103.0 1 a 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 (%) 641 07-27-01 Site Fill: 57'N, 47'W(1) 0.0 96.6 21.1 5a 97.1 642 Site Fill: 42'S, 45'W(1) 0.0 96.4 20.5 5a 96.9 643 Site Fill: 142'S, 44'W(1) 0.0 97.2 20.3 5a 97.7 644 Site Fill: 243'S, 70'W(1) 0.0 97.5 20.4 5a 98.0 645 Site Fill: 241 'S, 20'W(1 ) 0.0 99.5 20.0 3a 97.5 646 Site Fill: 500'N, 1150'W(1) 1.9 100.0 20.2 3a 98.0 647 Site Fill: 500'N, 1050'W(1) 1.9 99.3 20.6 3a 97.4 648 Site Fill: 500'N, 950'W(1) 1.9 97.1 20.1 5a 97.6 649 Site Fill: 500'N, 850'W(1) 1.6 96.6 21.2 5a 97.1 650 Site Fill: 500'N, 750'W(1) 1.6 97.4 20.6 5a 97.9 651 Site Fill: 500'N, 650'W(1) 1.6 96.9 20.4 3a 98.0 652 Site Fill: 500'N, 550'W(1) 1.2 96.9 21.2 5a 97.4 653 Site Fill: 500'N, 450'W(1) 1.2 98.7 20.2 3a 96.8 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEl. [214] 350 5600" FAX [214] 350 0019 REPORT NO. 115 REPORT DATE: 08-14-01 REG PROJECT NO. 7888 PAGE: 2 of 2 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) ( %) ID Level (%) 654 07-30-01 Site Fill: 500'N, 350'W(1) 1.2 98.6 20.4 3a 96.7 655 Site Fill: 500'N, 250'W(1) 0.8 98.0 20.9 3a 96.1 656 Site Fill: 500'N, 150'W(1 ) 0.8 95.3 21.8 5a 95.8 657 Site Fill: 500'N, 30'W(1 ) 0.8 95.7 21.3 5a 96.2 658 Site Fill: 500'N, 350'E(1) 0.8 99.0 20.2 3a 97.1 659 Site Fill: 500'N, 450'E(1) 0.8 98,8 20.5 3a 96.9 660 Site Fill: 500'N, 550'E(1) 0.8 98.5 20.4 3a 96.6 661 Site Fill: 500'N, 650'E(1) 0.8 97.3 21.6 3a 95.4 662 Site Fill: 500'N, 750'E(1) 0.8 101.5 18.8 1 95.8 663 Site Fill: 500'N, 850'E(1 ) 0.8 102.4 17.9 1 96.6 664 Site Fill: 500'N, 950'E(1) 0.8 101.9 18.4 1 96.1 665 Site Fill: 500'N, 1050'E(1) 0.8 98.3 20.6 3a 96.4 666 Site Fill: 500'N, 1150'E(1 ) 0.8 98.6 20.3 3a 96.7 667 Site Fill: 600'N, 1150'E(1) 2.3 97.6 21.3 3a 95.7 668 Site Fill: 600'N, 1050'E(1) 2.3 97.3 21.6 3a 95.4 670 Site Fill: 600'N, 950'E(1 ) 2.3 99.1 20.3 3a 97.2 Comments: Where tested, materials were in compliance with project specifications. Footnote: (1) Measurements referenced from N.W. building corner. Mail Submitted by: Distribution: (1) Duke-Weeks Realty Corporation/ Mr. Jeff Langston REED ENGINEERING GROUP, INC. (1) Butler Construction/Mr. David Husted (1) Pacheco Koch, Inc./Mr. Jack Evans Original Signed By (1) City of Coppel/Mr. Lee Stone (1) City of Coppel/Mr. Larry Davis Ronald F. Reed, P.E. (1) HBC Engineering/Mr. Bob Baker BW/mm GEOTECHNICALAND J J~ F~ I-"'1 I I F~ ENVIRONHENTAL CONSULTANTS CONCRETE CYLINDER TEST REPORT TradePoint One Bethel Road and Royal Lane Coppell, Texas REPORTED TO: CP-Coppell Industrial, Ltd. REPORT NO. 171 c/o Champion Partners, Ltd. REG PROJECT NO. 7394 15601 Dallas Parkway, Suite 100 SAMPLE DATE: 08-14-01 Addison, Texas 75001 TECHNICIAN: H. Johnson ATTN: Mr. Kerry Burden CONTRACTOR: C.D. Henderson, Inc. Location of Sample Set Number J Location J Quantity Represented J 1 Panel # 104 20/30 I Design Information J Source of Concrete J Mix Identification J Specified Strength p.s.i. J I Potter 337 3000 I Test Results Set CylinderI Age@ Total Load I CompressiveI Average No. ID Date Tested Test lbs. Strength p.s.i. Strength p.s.i. 1 1970 08-17-01 3 99560 3520 1970 08-21-01 7 110540 3910 1970 09-11-01 28 134120 4750 1970 09-11-01 28 137280 4860 4810 1970 Hold H Cylinder Data Set1 Cylinder I I Time°f ConcreteI Air TicketI No. ID Slump Sample Air Temp. Temp. Entrainment Number 1970 4.50 12:10PM 87 93 N/A 613883 Mail Submitted by: Distribution: (1) Champion Partners, Ltd./ Mr. Kerry Burden REED ENGINEERING GROUP, INC. (1) C.D.Henderson, Inc./ Mr. Jason Nunley Original Signed By (1) AECC, Inc./Mr. Fran Carter (1) Haynes Whayley Associates, Inc./ Keith Atkins Mr. Kent Penrod KEA/je (1) City of Coppell/Mr. Larry Davis (1) City of Coppell/Mr. Lee Stone (1) Potter Concrete/Mr. Brant Cox Extranet Distribution: (1) Meinhardt & Quintana/ Mr. David Meinhardt 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 * FAX [214] 350 0019