ST0701-LR091112REINFORCING STEEL OBSERVATIONS REPORT
Report Number: 94091193.0034 Irerracon
Service Date: 11/10/09 8901 Carpenter Frwy.
Report Date: 11/12/09 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: Structural SC1.10, SC 1.05/1 & SC 1.07
Locations/Items Observed: Bent #2 Columns, Abutment #1
Test Method: Visual Observation
REPORT OF OBSERVATION
ITEMS OBSERVED
CORRECT
INCORRECT
ITEMS OBSERVED
CORRECT
INCORRECT
ITEMS OBSERVED
CORRECT
INCORRECT
Placing Drawings
Approved
X
Bar Length and Shape
g P
X
Column Tie Spacing & Type
X
Bar Size
X
Proper Bar Placement
X
Stirrup Spacing & Type
Bar Grade
X
Properly Tied
X
Welded Splices
Rebar 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.
1. Tops of piers need cleaning at columns and abutment.
2. Abutment reinforcing steel bar was burning subgrade.
Services: Reinforcing steel (rebar) placement observation.
Terracon Rep.: Barry Cuble
Reported To:
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell TX
(1) City o f Coppe I I TX
(1) Lacy Construction
(1) City of Coppell TX
(2) HalffAssoc Inc Reviewed By:
(1) PacTrust 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.
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dgr
Senior Project Manager