Duke Lesley 2A-LR071119
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.: 303954
Project No.: 0712932
Date of Service: 11/01/2007
Report Date: 11/19/2007
Project: Hemisphere's at Point West
Coppell, Texas
Services: Reinforcing Steel Inspection
Report of Inspection
Locations and Items Inspected:
Tilt wall panels P-59 to P76
Item s Inspected: Conforming Non Items Inspected: Conforming Non Item s Inspected: Co nfo rm ing Non
Conform ing Co nto rm ing Co nto rm ing
p lacing Drawings Bar Length Column Ties Properly
Approved x and Shape x Tied and Spaced NA
Bar Size x Pro per B ar P Iscem ent x Stirrup Spacing x
BarGrade x Properly Tied x Stirrup Type x
Bars Clean x Dowel Bars in Place x Lapped Splices x
Form Clean x ProperBarSupporlS x CornerBars x
NumberofBars x Proper Cover x Mechanical Splices NA
Discrepancies / Comments: 1. Remove trash and debris from placement area. 2. Add diagonals to various locations.
3. Tie down reinforcing steel at various locations. 4. Add dowel bars. 5. Adjust chairs.
Discrepancies noted above were corrected prior to concrete placement.
Technician: Jose Villanueva Started: 03:45pm
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX) Alln: Mr. Paul Byrne
(1-ec copy)
1-cc City of Coppel! Alln: Mr. Lee Stone
1-cc City of Coppel! Alln: Mr. Larry Davis
Finished: 06:15pm Rone Engineering
,~~
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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