HomeMy WebLinkAbout06/16/2022 - F211334-1064758 - REINFORCING STEELDetail Sheet:•
Plan Sheet:
Grapevine, Texas
SC 2.1/7
Not Correct
Reinforcement Clean
Form Clean
Item Observed Correct
Grade Reinforcement
Number of Reinforcement
N/A
4/5/2022; 3/21/2022
X
X
Size of Reinforcement
N/A
•Date:
X
X
X
Stirrup Spacing
Not Correct
Proper Placement
Reinforcement Tied Properly
X
X
1 of 1
Clear
6/20/2022
Off Champagne Boulevard and Merlot Avenue
F211334
Technician:Kopplin, Randy
Geotechnical Engineering | Construction Materials Testing | Environmental Engineering
Post-Tension Slab-on-Grade: Building B
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 ALPHA. 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-019(8/2/2016)
Drawings Approved
Observation Information
X
X
SC 1.2: PT-2
06/16/2022Service Date:Client:Chicken N Pickle
104 Armour Road
North Kansas City, MO 64116
Work Order Number:
Project Number:
Report Date:
Weather:
Chicken N Pickle Grapevine
1064758
Project:
Alpha Testing, LLC
5058 Brush Creek Rd
Fort Worth, TX 76119
www.alphatesting.com
TBPE Firm No. 813
Reinforcing Steel
Observation Report
•
•
Page Number:
The representative observed the reinforcing steel related items for the following area:
An Alpha Testing engineering representative traveled to the above referenced project to perform a reinforcing steel observation as scheduled.
Item Observed
Bar Length & Spacing
Correct
X
X
No chairs were placed due to using laser machine for leveling concrete. Small tear on sheathing on cable 45, taped up.
Respectfully Submitted,
Remarks:
Paul Delaney
X
Sheathing X
X
X
The contractor was notified of the observation result and the engineering representative returned to the Fort Worth Office.
Proper Cover
Proper Support
Dowels in Place
Stirrup Size
X
Grade Beam / Column Size
Based on the representative's visual observation using the provided project plans, the area was compliant
PT Drawings X Cable/Tendon Count &
Spacing X
Cable/Tendon Drape X
Correct Splicing