HomeMy WebLinkAboutREBAR PIER CAPS - F241078-1442803 - 8-26-2024S4.02/112-114
2/18/2023
Alvarado, Henry
The representative observed the reinforcing steel related items for the following area:
A UES engineering representative traveled to the above referenced project to perform a reinforcing steel observation as scheduled.
Detail Sheet:•
Plan Sheet:
Grapevine, Texas Page Number:
1442803
1 of
•Date:
X
X
X
Stirrup Spacing
Not Correct Not Correct
Reinforcement Clean
Form Clean
Item Observed Correct
Proper Placement
Reinforcement Tied Properly
Grade Reinforcement
Number of Reinforcement
X
X
Drawings Approved
Observation Information
X
1
Clear
8/26/2024
Off Genesis Way and Enchanted Way
F241078
Technician:
08/16/2024Service Date:Client:GTIS Acquisitions, LLC
787 Seventh Avenue, 50th Floor
New York, NY 10019
Work Order Number:
Project Number:
Report Date:
Weather:
121 Commerce Center Addition (Lot 1)Project:
5058 Brush Creek Rd
Fort Worth, TX 76119
www.TeamUES.com
TBPELS Firm No. 813
Reinforcing Steel
Observation Report
•
•
Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies
PIER CAPS WEST SIDE OF PAD, 1/D.2,D.6, B.4,B.9, A.5,-A.9
The representative utilized the following provided project plans to perform the observation:
Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of UES. The use of our name and test results must receive our written
X
approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016)
Ronnie Yeoman
Project Manager
UES / Riner Engineering
Remarks:
Item Observed
Bar Length & Spacing
X
X
Size of Reinforcement
N/A N/A
X
Correct Splicing
Correct
X
X
Respectfully Submitted,
Grade Beam / Column Size
X
X
The contractor was notified of the observation result and the engineering representative returned to the Fort Worth Office.
Based on the representative's visual observation using the provided project plans, the area was compliant
PT Drawings X
Cable/Tendon Drape X
S4.02,S4.03
X
Sheathing
X
X
Cable/Tendon Count &
Spacing X
Proper Cover
Proper Support
Dowels in Place
Stirrup Size