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Freeport NIP(7.5)-LR010823 GEOTECHNICAL AND ~ J=:JJ r-i I I J:~ ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Freeport 9 Coppell Road at Bethel Road Coppell, Texas REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 112 5495 Belt Line Road, Suite 360 REPORT DATE: 08-23-01 Dallas, Texas 75240 REG PROJECT NO. 7888 ATTN: Mr. Jeff Langston TECHNICIAN: L. Johnson PAGE: 1 of 2 CONTRACTOR: Butler Construction Proctor ASTM I Optimum Maximum No. Standard DescriptionIM°isture, % 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 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 (%) 599 07-23-01 Site Fill: 400'N, 1150'E(1) 1.9 97.9 20.5 3a 96.0 600 Site Fill: 403'N, 1151'E(1 ) 1.2 98.0 20.9 3a 96.1 601 Site Fill: 406'N, 1152'E(1) 0.8 99.1 20.6 3a 97.2 602 Site Fill: 406'N, 1052'E(1) 1.9 99.6 20.3 3a 97.6 603 Site Fill: 403'N, 1050'E(1) 1.3 101.0 18.2 1 98.1 604 Site Fill: 400'N, 1047'E(1) 0.8 99.8 18.4 1 96.9 605 Site Fill: 400'N, 947'E(1) 2.0 97.3 21.6 3a 95.4 606 Site Fill: 403'N, 950'E(1) 1.4 98.1 20.8 3a 96.2 607 Site Fill: 406'N, 953'E(1) 0.8 98.2 20.5 3a 96.3 608 Site Fill: 406'N, 850'E(1) 0.8 101.1 18.8 1 97.2 609 Site Fill: 406'N, 750'E(1) 0.8 99.7 20.2 3a 97.7 610 Site Fill: 403'N, 650'E(1) 0.8 98.0 20.7 3a 96.1 611 Site Fill: 400'N, 550'E(1) 0.8 98.8 18.1 1 96.9 612 Site Fill: 400'N, 450'E(1) 0.8 100.1 18.8 1 97.2 613 Site Fill: 400'N, 350'E(1) 0.8 98.4 20.6 3a 96.5 614 07-24-01 Site Fill: 500'N, 50'E(1) 1.3 96.6 21.4 5 97.1 615 Site Fill: 500'N, 150'E(1) 1.3 95.7 21.2 5 96.2 616 Site Fill: 500'N, 250'E(1) 1.3 96.2 20.8 5 96.7 2424 STUTZ DR. * SUITE 400 · DALLAS, TX 75235 * TEL [214] 350 5600 · FAX [214] 350 0019 REPORT NO. 112 REPORT DATE: 08-23-01 REG PROJECT NO. 7888 PAGE: 2of2 Depth Below Field Field Test Final S.G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) ( %) ID Level (%) 617 07-24-01 Site Fill: 500'N, 350'E(1) 1.8 95.3 21.8 5 95.8 618 Site Fill: 500'N, 450'E(1) 1.8 95.7 21.3 5 96.2 619 Site Fill: 500'N, 550'E(1) 1.8 96.6 20.4 5 97.1 620 Site Fill: 500'N, 650'E(1) 2.3 100.2 17.7 4 96.3 621 Site Fill: 500'N, 750'E(1) 2.3 100.5 17.4 4 96.6 622 Site Fill: 500'N, 850'E(1) 2.3 100.6 17.3 4 96.7 623 Site Fill: 500'N, 950'E(1 ) 3.3 97.5 21.4 3a 95.6 624 Site Fill: 500'N, 1050'E(1) 3.3 97.3 21.6 3a 95.4 625 Site Fill: 500'N, 1150'E(1) 3.3 99.1 20.6 3a 97.2 626 Site Fill: 600'N, 1150'E(1) 3.3 100.0 20.1 3a 98.0 627 Site Fill: 600'N, 1050'E(1) 3.3 98.1 20.6 3a 96.2 628 Site Fill: 600'N, 950'E(1) 3.3 97.7 21.2 3a 95.8 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;IEE 1-'11 El""lr'~ I I'=IE E F;III"-11'-'4~ GEOTECHNICALAND G R r'-i I I F~ ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Freeport 9 Coppell Road at Bethel Road Coppell, Texas REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 116 5495 Belt Line Road, Suite 360 REPORT DATE: 08-23-01 Dallas, Texas 75240 REG PROJECT NO. 7888 ATTN: Mr. Jeff Langston TECHNICIAN: L. Johnson PAGE: 1 of 2 CONTRACTOR: Butler Construction Proctor ASTM I Optimum Maximum No. Standard Description IM°isture, % 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 (%) 671 08-01-01 Site Fill: 600'N, 50'E(1) 1.3 96.7 21.6 6 97.2 672 Site Fill: 600'N, 150'E(1) 1.3 97.2 20.9 6 97.7 673 Site Fill: 600'N, 250'E(1) 1.3 97.5 20.1 6 98.0 674 Site Fill: 600'N, 350'E(1) 1.1 97.4 20.6 6 97.9 675 Site Fill: 600'N, 450'E(1) 1.2 100.6 18.4 1 97.7 676 Site Fill: 600'N, 550'E(1) 1.2 99.3 19.1 1 96.4 677 Site Fill: 600'N, 650'E(1) 1.6 99.5 18.8 1 96.6 678 Site Fill: 600'N, 750'E(1 ) 1.6 99.1 19.1 I 96.2 679 Site Fill: 600'N, 850'E(1) 1.6 97,5 20.6 6 98.0 680 Site Fill: 600'N, 950'E(1) 1.8 95.7 21.2 6 96.2 681 Site Fill: 600'N, 1050'E(1 ) 1.8 98.6 20.2 3 96.7 682 Site Fill: 600'N, 1150'E(1 ) 1.8 98.2 20.7 3a 96.3 683 Site Fill: 700'N, 1150'E(1) 2.6 97.8 21.1 3a 95.9 684 Site Fill: 700'N, 1050'E(1) 2.6 100.1 18.4 1 97.2 685 Site Fill: 700'N, 950'E(1) 2.6 96.5 20.5 6 97.0 2424 STUTZ DR. · SUITE 400 e DALLAS, TX 75235 · TEL [214] 350 5600 * FAX [214] 350 0019 REPORT NO. 116 REPORT DATE: 08-23-01 REG PROJECT NO. 7888 PAGE: 2 of 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