Freeport NIP(7.0)-LR030519RoneEngineers
A LEIGH COMPAN Y
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project:
Services:
Page 1 of 3
Freeport 10
500 Freeport Parkway
Coppell, TX
Reinforcing Steel Inspection
Report of Inspection
On this date, a Rone Engineers, Ltd. representative(s) was on site to perform
Reinforcing Steel Inspection. The results are attached.
Technician Time: 6:00 a.m. 7:00 a.m.
Technician: Lanny Gist
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppell Building Dept.
(1) Pacheco Koch Consulting Engineers
(1) Engineering Analyst
(1) City of Coppell Engineering Dept.
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630 -9745
REPORT OF REINFORCING STEEL INSPECTION
Report No.:
Project No.:
Date of Service:
Report Date:
176685
037333
05/12/2003
05/19/2003
K. Scott Watson
CMT Operations 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, performance, 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 Engineers, Ltd.
99DD Pane 1 of 1
Items Inspected:
Conforming
Non
Conforming
Items Inspected:
Conforming
Non
Conforming
Items Inspected:
Conforming
Non
Conforming
Placing Drawings
Approved
v
Bar Length
and Shape
Column Ties Properly
Tied and Spaced
Bar Size
Proper Bar Placement
Li
Stirrup Spacing and Type
Bar Grade
1----
Properly Tied
Li'
Lapped Splices
t.---
Bars Clean
L--
Dowel Bars in Place
Welded Splices
Fonn Clean
L.--
Proper Bar Supports
L.---
Mechanical Splices
Number Bars
v
Proper Cover
Li
RoneEngineers
A LEIGH COMPANY
Client: lc to
Project: (fee ?o•-9 /d
Report of
Reinforcing Steel Inspection
8908 Ambassador Row
Dallas, Texas 75247
(214) 630 -9745
Locations and Items Inspected: S 'r.`1, pc r k; r- pro r, r
Report No.: /7404
Project No.: 0 3 73 3 3
Date of Service: 5 3
Page 1- of
Discrepancie s Comments: C i`c; r s Aolrient Dom, r- re 3 e pI
6,447 `'geie W(" i" f Cof.. creTe.
Inspector's Signature:
Time: 4 to 7 1 044—
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for toting. We assume no responsibility for variation in wrathy (composition
appumnce, performance, ere.) or any other feature of subject matter provided by persons or conditions ova which we have no coned. Our Inters and repots are for rbe esclusire
use of the clients to whom they are addressed and shall 00 be reproduced accp in full without the wring approval of Rorie Engineers, Inc.
121 North Rayner
Fort Worth, Texas 76111
(817) 831 -6211
Client/Contractor Signature: Client/Contractor Copied with Results: Yes No
Items Inspected:
Conforming
Non
Conforming
Items Inspected:
Conforming
Non
Conforming
Items Inspected:
Conforming
Non
Conforming
Placing Drawings
Approved
Bar Length
and Shape
Column Ties Properly
Tied and Spaced
Bar Sim
L_
Proper Bar Placement
Stirrup Spacing and Type
Bar Grade
Properly lied
t/-
Lapped Splices
1---
Bars Clean
Dowel Bars in Place
7✓
Welded Splices
Form Clean
c/
Proper Bar Supports
V
Mechanical Splices
Number Bars
v
Proper Cover
RoneEngineers
A LEIGH COMPANY
Client: nu K e
Project: Fr P fro t+ l 0
8908 Ambassador Row
Dallas, Texas 75247
(214) 630 -9745
Report of
Reinforcing Steel Inspection
Report No.: 7
Project No.: 037 3 3 3
Date of Service: S-/ Z -a 3
Page a of
121 North Rayner
Fort Worth, Texas 76111
(817) 831 -6211
Locations and Items Inspected: St 4A o,. ,-.?,,,(e L,„ e 3 S 2 f in Y FF
Discrepancies Comments: e A, q r s ,6e gel/tied do r 4-9 4". c j0(9 c le', r K i
wef ,P,;‘): 7`zi
Inspector's Signature: G 'C� /sf Time: soofifri to 3.o,/7
Client/Contractor Signature: Client/Contractor Copied with Results: Yes No
LIMITATIONS: The lest results presented herein were prepared based upon the specific samples provided for resting We assume no responsibility fir variation in quality (composition
appearance. performance, etc.) or any other feature ofsimihr subject matter provided by persons or conditions ova which we have no control. Our torten and reports are fa the exclusive
use of the diems to whom they ere addressed and shall non be reproduced except in full without the written approval of Rohe Engineaw Inc.