Freeport NIP(7.0)-LR030908RoneEngineers
A LEIGH COMPANY
Project:
Services:
Page 1 of 3
Technician: Lanny Gist
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppell Engineering Dept.
(1) Pacheco Koch Consulting Engineers
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Freeport 10
500 Freeport Parkway
Coppell, TX
Reinforcing Steel Inspection
Report of Inspection
On this date, a Rone Engineers, Ltd. representative(s) arrived on site as
scheduled to perform Reinforcing Steel Inspection. The results are attached.
Technician Time: 6:30am 7:30am
(1) Engineering Analyst
(1) City of Coppell Bldg. Inspections
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:
193129
037333
08/26/2003
09/08/2003
K. Scott Watson, AET
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 Pace 1 of 1
Items Inspected:
Conforming
Non
Conforming
Items Inspected:
Conforming
Non
Conforming
Items Inspected:
Conforming
Non
Conforming
Placing Drawings
Approved
t/
Length
and Shape
Column Ties Properly
Tied and Spaced
Bar Size
Proper Bar Placement
Stirrup Spacing and Type
Bar Grade
L/'
Properly Tied
G/
Lapped Splices
J/
Bars Clean
C.---
Dowel Bars in Place
L/
Welded Splices
Form Clean
Li
Proper Bar Supports
L�"---
Mechanical Splices
Number Bars
Proper Cover
L/
a
Rone Engineers
Client: .w gets
Project: Freeport /u
Inspector's Signature: 6 f 5/
2014 (7/03)
6300 Rothway, Suite 150
Houston, Texas 77040
(713) 996-9979
8908 Ambassador Row
Dallas, Texas 75247
(214) 630 -9745
Report of
Reinforcing Steel Inspection
Report No.: 3 2 9
Project No.: 42313
Date of Service: g'ro v 3
Page 2 of 3
Locations and Items Inspected: NoriA /y9 /G ntC Not#' )3cirbi.h dot, /9 /G/y
e .tr. L-, KK QLQ
2696 Gravel Drive
Fort Worth, Texas 76118
(817) 284 -1318
Discrepancies Comments: S ✓/x1rerefe we 1 I r i or Co //ere fe /0 /ocecn e.Jt
()Neiir S q s f G ea/ t 6 1 r ir� /bd!
Time: 7 :oo 4r to 7:304,
Client/Contractor Signature: Client/Contractor Copied with Results: Yes No
LIMITATIONS: fie test results presented herein uerc prepared Fused upon the rpecirt samples provided for testing. we a.aml for venation in guallty lmmpsitiat
appearance. performance, etc.) or any other feature of similar subjem mutter provided by persons or conditions over which we Iravo nu conmd Our letters and reports are for the exclusive
use of Inc t clients to whom they are addmssvd and shall not be reproduced except in full without the written approval of Rate Engineers. Ltd.
Items Inspected:
Conforming
Non
Conforming
Items Inspected:
Conforming
Non
Conforming
Items Inspected:
Conforming
Non
Conforming
Placing Drawings
Approved
V---
Bar Length
and Shape
t_i--
Column Ties Properly
Tied and Spaced
Bar Size
t/
Proper Bar Placement
1----
Stirrup Spacing and Type
Bar Grade
t...----
Properly Tied
L/
Lapped Splices
j/
Bars Clean
1------
Dowel Bars in Place
Li
Welded Splices
Fonn Clean
Proper Bar Supports
Li.--
Mechanical Splices
Number Bars
Proper Cover
Rose Engineers
Client: f /v
Project: �reepori /0
2014 (7/03)
6300 Rothway, Suite 150
Houston, Texas 77040
(713) 996-9979
8908 Ambassador Row
Dallas, Texas 75247
(214) 630 -9745
Report of
Reinforcing Steel Inspection
Report No.: 1q3)
Project No.: 0 3 7 3 3 3
Date of Service: 3
Page 3 of 3
Discrepancies /Comments: Sv fraa we-f riar1e Eo, crpfr, ;rs czdde
ritor; r1 poll
LIMITATION& the ¢n results presented herein were prepared bused upon the specific samples provided for testing. We asnnns u.. responsibility for variation in quality (composition
appearance. performance. etc.) or any other fenum of similar shies Inner provided by persona or conditions over whim we hoe no control. Our letters: id reports are for the enem■ira
use of the clients to whom they are addressed and shall not he reproduced evaryr in full without he written approval of None Engineer. Ltd.
2696 Gravel Drive
Fort Worth, Texas 76118
(817) 284-1318
Locations and Items Inspected: Nor/A wr,/ Apprna c�. g fx e d park ir� /al S d v{
toward T3v;Lc ir1
Inspector's Signature: L 6 Time: to
Client/Contractor Signature: Client/Contractor Copied with Results: Yes No