Duke Lesley 3C-LR080206
Rone Engineering
.
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.: 312402
Project No.: 0711530
Date of Service: 02/01/2008
Report Date: 02/06/2008
Project: Point West Office I
Services: Reinforcing Steel Inspection
Report of Inspection
Locations and Items Inspected:
City sidewalks, Dividend and Beltline, north and east of Point West 1
Item s Ins peeled: Conforming Non Items Ins peeled: Conforming Non Items Inspected: Co nfo rm ing Non
Conforming Confo rm ing Confo rm ing
Placing 0 rawings Bar Length Column Ties Properly
Approved x and Shape x Tied and Spaced NA
BarSize x Pro per Bar P lacem enl x Stirrup Spacing NA
Bar Grade x Pro perly Tied x Stirrup Type NA
Bars Clean x Dowel Bars in Place x Lapped Splices x
Form Clean x Proper Bar Supports x CornerBars NA
NumberofBars x ProperCover x Mechanical Splices NA
Discrepancies / Comments:
No apparent discrepancies were noted at the locations listed above.
Technician: Alejandro Avendano Started: 08:30am
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX)
Attn: Mr. David Miller (1-ec copy)
1-cc City of Coppell Attn: Mr. Larry Davis
1-cc City of Coppell Attn: Mr. Lee Stone
1-ec Duke Construction, LP Attn: Mr. Jason Sulzener
Finished: 09:30am
Rone Engineering
P-ad-
~
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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