ST0701-LR100412REINFORCING STEEL OBSERVATIONS REPORT 1rerracon
Report Number: 94091193.0128
Service Date: 04/07/10 8901 Carpenter Frwy.
Report Date: 04/12/10 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
Drawings Utilized: SC1.08, dated 05/2009
Locations /Items Observed: Bridge westbound, Beam #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
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
Number of Bars
X
Proper Cover /Clearance
X
Discrepancies /Comments:
No discrepancies were noted at the time of this observation.
Services: Reinforcing steel (rebar) placement observation.
Terracon Rep.: Francisco J. Morillo
Reported To: Superintendent
Contractor: Lacy Construction
Report Distribution:
(1) 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 1
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REINFORCING STEEL OBSERVATIONS REPORT
Report Number: 94091193.0131 Irerracon
Service Date: 04/08/10 8901 Carpenter Frwy.
Report Date: 04/12/10 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: SC1.08, dated 05/2009
Locations/Items Observed: Bridge, westbound, Beam #4
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
Number of Bars
X
Proper Cover /Clearance
X
Discrepancies /Comments:
No discrepancies were noted at the time of this observation.
Services: Reinforcing steel (rebar) placement observation.
Terracon Rep.: Francisco J. Morillo
Reported To:
Contractor: Lacy Construction
Report Distribution:
(I) City of Coppell TX (I) City of Coppell TX
(I) 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, 7.09 -10, Rev.6 Page 1 of 1
sa