Freeport NIP(8.1)-LR060313Rone 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: 12 15am 1 30am
Page 1 of 2
Freeport XIV XV
800 700 W Bethel Road
Coppell, Texas
Reinforcing Steel Inspection
Technician: Jimmy Hall
Report Distribution:
(I) Duke Construction LP
(I) Extranet
(1) Pond, Robinson Associates
Report of Inspection
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, rx 76118
7701 W Little York, Sic 600, Houston, TX 77040
Corporate Phone: (214) 630 -9745
REPORT OF REINFORCING STEEL INSPECTION
Report No.:
Project No.:
Date of Service:
Report Date:
252401
0510795
03/10/2006
03/13/2006
K. Scott Watson, AET
CMT Operations Manager
LIMITATIONS. The test results presented herein were prepared based upon the specific samples pro conditions testing wWc assume no
no spo b letters vrs and reption quali
ar
appearance, etc) or any other feature of similar subject matter provided by persons
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
99TM
Rune E
Report of
Reinforcing Steel Inspection
Report No 252401
Project No 0510795
Project: Freeport XIV XV Date of Service: 3/10/2006
Page 2 of 2
Locations and Items Inspected Freeport paving, south side, approximately 360'.
Client: Duke Construction LP
ghieerng
8908 Ambassador Row, Dallas, IX 75247
2696 Gravel Drive, Fort Worth, rx 76118
7701 W Little York, Suite 600, Ilouston 77040
Corporate Phone: (214) 630 -9745
Items Inspected:
Placing Drawings
Approved
Bar Size
Bar Grade
Bars Clean
Form Clean
Number of Bars
Conforming
x
x
x
x
x
x
Non
t-onrormmg
Items Inspected:
Bat Length
and Shape
Proper Bar Placement
Properly Tied
Dowel Bars in Place
Proper Bar Supports
Proper Cover
Conforming
x
x
x
x
Non
ontorrmng
Items Inspected:
Caitunn
KS Properly
Tied and Spaced
Stirrup Spacing
Stirrup Type
Lapped Splices
Comer Bars
Mechanical Splices
Conforming
NA
NA
NA
x
NA
NA
Non
t,ontormmg
Discrepancies Comments. No apparent discrepancies noted at the locations listed
above.
Inspector's Signature•
Client/Contractor Signature.
Client/Contractor Copies with Results Yes No
1AfTAlIONS. The lest results presented herein were prepared based upon the specific samples provided for testing We assume no responsibility for variation in quality (composition
appearance performance etc or any other tealwe ofsmular solved master provided by persons or condwons over which we have no control. Our letters and reports are for the exclusive
use or the clients to whom they arc addressed and shall not be reproduced except m rva w,lhoul the wnnerl approval or xone bingmoenng Services. 11d