Freeport NIP(8.1)-LR060310Rune Engineering
Client: Duke Construction LP
Mr Bruce Barclay
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Project:
Services:
On this date, a Rone Engineering Services, Ltd representative(s) arrived on site
as scheduled to perform Reinforcing Steel Inspection The results are attached.
Technician Time
Page 1 of 2
Freeport XIV XV
800 700 W Bethel Road
Coppell, Texas
Reinforcing Steel Inspection
Technician Jimmy Hall
Report Distribution:
(1) Duke Construction LP
(1) Extranet
(1) Pond, Robinson Associates
REPORT OF REINFORCING STEEL INSPECTION
12 OOam 1 15am
Report of Inspection
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
7701 W Little York, Ste 600, Houston, TX 77040
Corporate Phone: (214) 630 -9745
Report No.:
Project No.:
Date of Service:
Report Date:
252140
0510795
03/06/2006
03/10/2006
i( Scott Watson, AET
CMT Operations Manager
LIMITAIIONS 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
991-M
Items Inspected:
Conforming
Non
Lontorrnrng
Items Inspected:
Conforming
Non
Lonnormmg
Items Inspected:
Conforming
Non
Lonlorming
I'locmg Drawings
Approved
x
Bar Length
and Shope
x
Column I ics Properly
Tied and Spaced
NA
Bar Size
x
Proper Bar Placement
x
Stirrup Spacing
NA
Bar Grade
x
Properly Tied
x
Stirrup Type
NA
Bars Clean
x
Dowel Bars in Place
NA
Lapped Splices
X
Form Clean
x
Proper Bar Supports
NA
Comer Bars
NA
Number of Bars
z
Proper Cover
NA
Mechonicat Splices
NA
Rone En ineer n
Client: Duke Construction LP
Project: Freeport XIV XV
Report of
Reinforcing Steel Inspection
Report No. 252140
Project No.. 0510795
Date of Service 3/6/2006
Page 2 of 2
Locations and Items Inspected Southwest side of Building 14 (approximately 360') and
northwest side (approximately 270')
Discrepancies Comments. 1 No chairs or dowels on southwest side.
2. No chairs or dowels on northwest side.
Discrepancies noted above were corrected prior to
concrete placement.
Inspector's Signature
C11entlContractor Signature
Client/Contractor Copies with Results. Yes No
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
7701 4V Little York, Suite 600, Houston 77040
Corporate Phone: (214)630 9745
LIMITATIONS. The test results presented herein were prepared band upon the specific samples provided for testing. We assume no responsibility for variation in quoliry (composition,
appearance penonnance etc J or any Other Nature 01 5lmdar subject miner provnded by persons or conditions over ;Nnrh we have no COn110I Our letters and reports are for the exclusive
use of the clients to whom they are addressed and shall not be reproduced except to lull wrWout the wnnen approval at Ilene 1•ngmeenng Services Ltd.