Freeport NIP(7.4)-LR000913 (4) GEOTECHNICAL AND ~ I~ F~I I"-I U F~
ENVIRONMENTAL CONSULTANTS
REPORT OF REINFORCING
STEEL PLACEMENT OBSERVATION
Freeport VI
Royal Lane and Creekview
Coppell, Texas
REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 107
5495 Beltline Road, Suite 360 REPORT DATE: 09-13-00
Dallas, Texas 75240 REG PROJECT NO. 6542
ATTN: Mr. Paul Brown DATE OBSERVED: 08-30-00
TECHNICIAN: H. Johnson
PAGE: 1 of 1
CONTRACTOR: Hill & Wilkinson, Inc.
I Items Observed: I East side employee parking and front: 0-341'S,
0-90'E of the N.E. building corner.
I Reference Plans or Notes Used: I Sheet S-6.0
I x JThere were no deviations noted.
The reinforcing steel placed at the above referenced locations was observed with
respect to the referenced portions of the contract documents.
Distribution: (1) Duke-Weeks Realty Corporation/ Submitted by:
Mr. Paul Brown
(1) Hardy McCullah/MLM Architects/ REED ENGINEERING GROUP, INC.
Mr. Norman Coates
(1) TMBP - Consulting Engineers/ Original Signed By
Mr. Frank Merritt
(1) Pacheco Koch/Mr. Jim Koch James F. Phipps, P.E.
(1) Hill & Wilkinson, Inc./ KA/je
Mr. Steve Camp
(1) City of Coppell/Mr. Lee Stone or
Mr. Larry Davis
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019
REPORT NO. 100
REPORT DATE: 09-01-00
REG PROJECT NO. 6542
PAGE: 2 of 2
Depth
Below Field Field
Test Final S. G. Density Moisture Proctor Compaction
No. Date Location (feet) (pcf) (%) ID Level (%)
606 08-25-00 Leaveout: 355'S,225'W(1) 0.0 92.7 25.3 2 98.6
607 Leaveout: 355'S,275'W(1 ) 0.0 94.5 25.1 1 96.1
608 Leaveout: 355'S,300'W(1 ) 0.0 101.7 19.7 6 95.4
609 Leaveout: 355'S,350'W(1 ) 0.0 99.2 20.9 10 95.8
610 Leaveout: 355'S,400'W(1 ) 0.0 93.9 24.7 1 95.8
611 Leaveout: 355'S,450'W(1 ) 0.0 99.9 22.3 4 98.4
612 08-28-00 Leaveout: 335'S,550'W(1) 1.0 103.4 17.4 6 97.0
613 Leaveout: 335'S,600'W(1) 1.0 104.2 17.1 6 97.8
614 Leaveout: 335'S,650'W(1 ) 1.5 94.1 21.6 3 95.0
615 Leaveout: 300'S,687'W(1 ) 0.0 102.2 17.9 6 95.9
616 Leaveout: 250'S,687'W(1 ) 0.0 101.2 18.8 6 95.0
617 Leaveout: 200'S,687'W(1 ) 0.0 98.7 17.8 9 95.3
618 Leaveout: 10'S,677'W (1) 0.0 92.1 25.2 2 97.9
619 Leaveout: 20'S,685'W(1 ) 0.0 90.6 26.8 2 96.3
620 Leaveout: 70'S,687'W(1 ) 0.0 96.0 22.4 3 96.9
621 Leaveout: 120'S,687'W(1) 0.0 101.6 19.3 10 97.5
622 Leaveout: 170'S,687'W(1 ) 0.0 100.3 22.8 4 98.8
623 Leaveout: 335'S,520'W(1 ) 0.0 101.5 20.2 11 96.2
624 Leaveout: 335'S,630'W(1 ) 0.0 94.7 24.4 3 95.6
625 Leaveout: 335'S,680'W(1) 0.0 97.0 22.9 4 95.5
Comments: Where tested, materials were in compliance with project specifications.
Footnote: (1) Measurements referenced from N.E. building corner.
Distribution: (1) Duke-Weeks Realty Corporation/ Submitted by:
Mr. Paul Brown
(1) Hardy McCullah/MLM Architects/ REED ENGINEERING GROUP, INC.
Mr. Norman Coates
(1) TMBP - Consulting Engineers/ Original Signed By
Mr. Frank Merritt
(1) Pacheco Koch/Mr. Jim Koch Ronald F. Reed, P.E.
(1) Hill & Wilkinson, Inc./Mr. Steve Camp KA/mm
(1) City of Coppell/Mr. Lee Stone or
Mr. Larry Davis