Duke Lesley-LR071112
Rone Eni==
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freldrlch, 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.: 304107
Project No.: 0612510
Date of Service: 11/02/2007
Report Date: 11/12/2007
Project: Lesley Infrastructure
Services: Reinforcing Steel Inspection
Report of Inspection
Locations and Items Inspected:
Dividend Drive, stamped concrete crosswalk off Beltline Rd., westbound
and Point West Blvd., stamped concrete crosswalk, south end.
Item s Ins peeled: Co nform ing Non Item s Ins peeled: Co nfo rm ing Non Ilem s Ins peeled: Co nfo rm ing Non
Co nfo rm ing Conforming Co nfo rm ing
Placing 0 rawings Bar Lenglh Column Ties Properly
Appro ved x and Shape x Tied and Spaced NA
Bar Size x Pro per B ar P 'acem ent x Stirrup Spacing NA
Bar Grade x ProperlyTied x Stirrup Type NA
8 ars Clean x Oowel Bars in Place x Lapped Splices x
Form Clean x Pro per B ar Supports x CamerBsrs NA
Numberof Bars x P roper Cover x Mechanical Splices NA
Discrepancies I Comments: 1. Remove and clean loose debris from placement area.
2. Provide additional bar supports prior to concrete placement.
Discreapncies noted above were corrected prior to concrete placement.
Technician: Jesse Landreth
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX)
Altn: Mr. Alex Bennelt PE (1-ec copy)
1-cc City of Coppell Altn: Mr. Lee Stone
1-cc City of Coppell Altn: Mr. Larry Davis
Started: 09:30am
Finished:
11:00am R E'
~2
~
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.
(TM/ED) Page 1 of 1