Duke Lesley 2A-LR071120
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.: 305650
Project No.: 0712932
Date of Service: 11/15/2007
Report Date: 11/20/2007
Project: Hemisphere's at Point West
Coppell, Texas
Services: Reinforcing Steel Inspection
Report of Inspection
Locations and Items Inspected:
Panel aa, screen wall panels P-1, P-2, P-3, P-4, P-S, P-6, north spread
footings for southwest ramp.
Item s Inspected' Conforming Non Item s Inspected: Co nfo rm ing Non Item s Inspected: Conforming Non
Conforming Conforming Conforming
P lacing Drawings Bar Length Column Ties Properly
Appro ved x and Shape x Tied and Spaced NA
B af Size x P fa per B ar P lacem ant x Stirrup Spacing NA
Bar Grade x Pro perly Tied x Stirrup Type NA
Bars Clean x DowelS ars in Place x Lapped Splices x
Form Clean x ProperBarSupports x Corner Bars x
Num berof Bars x ProperCover x Mechanical Splices NA
Discrepancies I Comments: 1. Trash and debris in placement area.
length (too long, burning forms).
2. Not all vertical bars on P-BB were the proper
Discrepancies noted above were corrected prior to concrete placement.
Technician: Nick Ciofani Started: 03:30pm
Report Distribution:
Orig: Duke Construction. LP (Dallas. TX) Alln: Mr. Paul Byrne
(1-ec copy)
1-cc City of Coppell Alln: Mr. Lee Stone
1-cc City of Coppell Alln: Mr. Larry Davis
Finished:
053:J;;;;J ~
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.
(TMlKW) Page 1 of 1
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.: 305874
Project No.: 0712932
Date of Service: 11/17/2007
Report Date: 11/20/2007
Project: Hemisphere's at Point West
Coppell, Texas
Services: Reinforcing Steel Inspection
Report of Inspection
Locations and Items Inspected:
Parking area, east end of building 7 from northeast corner of building to
southeast corner and 15' of east wall to east firelane.
Item s Inspected: Conforming Non Item s Inspected: Co nfo rm ing Non Item s Inspected: Conforming Non
Conforming Conforming Conforming
Placing Drawings Bar Length Column Ties Properly
Appro ved x and Shape x Tied and Spaced NA
Bar Size x Pro per B ar P lacem ent x Stirrup Spacing NA
Bar Grade x ProperlyTied x Stirrup Type NA
Bars Clean x Dowel Bars in Place x Lapped Splices x
Form Clean x ProperBarSupports x Corner Bars NA
Numberof Bars x Pro per Cover x Mechanical Splices NA
Discrepancies / Comments:
1. Chairs notin place.
Technician: Pat Parks Started: 11: 15am
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX) Atln: Mr. Paul Byrne
(1-ec copy)
1-cc City of Coppell Atln: Mr. Lee Stone
1-cc City of Coppell Attn: Mr. Larry Davis
Finished: 12:45pm Rone Engineering
p~
~
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.
(TMlKW) Page 1 of 1