Duke Lesley 2A-LR070829
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.: 296782
Project No.: 0712932
Date of Service: 08/24/2007
Report Date: 08/29/2007
Project: Hemisphere's at Point West
Coppell, Texas
Services: Reinforcing Steel Inspection
Report of Inspection
Locations and Items Inspected:
Strattle beam for piers, grid lines J/2
hem s Inspected' Conforming Non Item s Inspected: Conforming Non Items Inspected: Conforming Non
Conforming Co nfo rm ing Co nfo nm ing
P lacing Drawings Bar Length ColumnTies Properly
Approved x and Shape x Tied and Spaced NA
8 ar Size x Pro per 8 ar P lacem ent x Stirrup Spacing x
, "
Bar Grade x Properly Tied x Stirrup Type x
8 ars Clean x Dowel Bars in Place x Lapped Splices x
Form Clean x Pro per 8 ar Suppa rts x Corner 8ars x
Numberof Bars x Proper Caver x Mechanical Splices NA
Discrepancies / Comments:
1. Debris in forms.
2. No chairs under cage.
Discrepancies noted above were corrected on this date.
Technician: Chris Harbour Rone Engineering
See Report 296709 for technician timePz~
Report Distribution: . .
0'" f,: :;:;:;.~trnctioo. lP (D."". TX) Att" Me. P,"' Bym' . .' ',. '.. n ,
1-cc City of Coppell Attn: Mr. Lee Stone K. Scott Watson AET
1-cc City of Coppell Attn: Mr. Larry Davis Project ManaQer
~
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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