Duke Lesley 3C-LR071025
Rone Eni==
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
Report of Reinforcing Steel Inspection
Report No.: 302504
Project No.: 0711530
Date of Service: 10/19/2007
Report Date: 10/25/2007
Project: Point West Office I
Services: Reinforcing Steel Inspection
Report of Inspection
Locations and Items Inspected:
Tilt wall panels, P1-P2, P18-P20, P22-P26, P43-P48, P51-P74, P92-P98
Items Inspected' Co nfo rm ing Non Item s Inspected: Co nfo rm ing Non Items Inspected: Co nfo rm ing Non
Conforming Conforming Conforming
P lacing Drawings Bar Length Column Ties Properly
Appro ved x and Shape x Tied end Spaced NA
Bar Size x Pro per B ar P lscem ent x Stirrup Spacing x
Bar Grade x Pro perly Tied x Stirrup Type x
Bars Clean x Dowel Bars In Place x Lapped Splices x
Form Clean x ProperBarSupporls x Corner Bars x
Numberof Bars x ProperCover x Mechanical Splices NA
Discrepancies I Comments: 1. Remove loose debris from placement area.
2. Tie down steel on panel 52.
3. Add slab dowels on panels P92-P97.
4. Add and adjust chairs to prevent steel from touching slab.
Discrepancies noted above were corrected prior to concrete placement.
Technician: Jose Villanueva Started: 02:15pm
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX) Altn: Mr. Paul Byrne
(1-ec copy)
1-cc City of Coppell Altn: Mr. Lee Stone
1-cc City of Coppell Altn: Mr. Larry Davis
Finished: 07:30pm Rone Engineering
p~
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K. Scott Watson, AET
Project Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance. etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services. Ltd.
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