ST0701-LR100504REINFORCING STEEL OBSERVATIONS REPORT
Report Number: 94091193.0148 Ireirracon
Service Date: 04/28/10 8901 Carpenter Frwy.
Report Date: 05/04/10 Dallas, TX 75247
214- 630 -1010 Reg No:F -3272
Client Project
City of Coppell TX Southwestern Boulevard
Attn: Keith Marvin Coppell Road to Grapevine Creek
PO Box 9478 Coppell, TX
Coppell, TX 75019
Proiect Number: 94091193
Drawings Utilized: Sheet SC1.2, dated May 09
Locations /Items Observed: Bridge Placement Span 1 & 3, W Bound Lanes
Test Method: Visual Observation
ITEMS OBSERVED
CORRECT
INCORRECT
ITEMS OBSERVED
CORRECT
INCORRECT
ITEMS OBSERVED
CORRECT
INCORRECT
Placing Drawings
Approved
X
Bar Length and Shape
�(
Column Tie Spacing & Type
Bar Size
X
Proper Bar Placement
X
Stirrup Spacing & Type
Bar Grade
X
Properly Tied
X
Welded Splices
Reber Clean
X
Dowel Bars in Place
X
Mechanical Splices
Trash & Debris Removed
X
Proper Bar Supports
X
Lapped Splices
X
Number of Bars
X
Proper Cover /Clearance
X
Discrepancies /Comments:
Any discrepancies found were corrected prior to completion of this observation.
Services: Reinforcing steel (rebar) placement observation.
Terracon Rep.: Jose A. Martinez
Reported To:
Contractor: Lacy Construction
Report Distribution:
(I) City of Coppell TX (1) City of Coppell TX
(1) City of Coppell TX (2) Halff Assoc Inc Reviewed By:
(1) Lacy Construction (1) PacTrust Pacific Realty Associates LP
Senior Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CT0001. 3- 09 -10, Rev.6 Page 1 of t
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REINFORCING STEEL OBSERVATIONS REPORT
Report Number: 94091193.0154 Irerracon
Service Date: 04/29/10 8901 Carpenter Frwy.
Report Date: 05/04/10 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
City of Coppell TX Southwestern Boulevard
Attn: Keith Marvin Coppell Road to Grapevine Creek
PO Box 9478 Coppell, TX
Coppell, TX 75019
Project Number: 94091193
PROJECT DATA
Drawings Utilized: Sheet SC 1. 10, dated May 09
Locations /Items Observed: Wing Wall E & W of bridge on W Bound Lane
Test Method: Visual Observation
ITEMS OBSERVED
CORRECT
INCORRECT
ITEMS OBSERVED
CORRECT
INCORRECT
ITEMS OBSERVED
CORRECT
INCORRECT
Placing Drawings
Approved
X
Bar Length and Shape
X
Column Tie Spacing & Type
Bar Size
X
Proper Bar Placement
X
Stirrup Spacing & Type
Bar Grade
X
Properly Tied
X
Welded Splices
Reber Clean
X
Dowel Bars in Place
X
Mechanical Splices
Trash & Debris Removed
X
Proper Bar Supports
X
Lapped Splices
X
Number of Bars
X
Proper Cover /Clearance
X
Discrepancies /Comments:
Any discrepancies found were corrected prior to completion of this observation.
Services: Reinforcing steel (rebar) placement observation.
Terracon Rep.: Jose A. Martinez
Reported To:
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell TX (I) City of Coppell TX
(1) City of Coppell TX (2) Halff Assoc Inc Reviewed By:
(1) Lacy Construction (1) PacTCUSI Pacific Realty Associates LP
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CT000l, 3- 09 -10, Rev.6 Page 1 of 1
dgr