HomeMy WebLinkAboutAlpha Testing - 10/5/2018S2.2
Stairs S7.18 Section 1, Pier Caps S3.4 Section 9
1/15/2018•Date:
Item Observed N/ACorrectNot Correct
X
X
X
Correct
X
Based on the representative's visual observation using the provided project plans, the area was compliant
X
Correct Splicing
Reinforcement Clean
X
X
Grapevine, Texas Page Number:
461802
1 of
Reinforcing Steel
Observation Report
Work Order Number:
Project Number:
Report Date:
Weather:
10/05/2018Service Date:Client:
Project:
Alpha Testing, Inc.
5058 Brush Creek Rd
Fort Worth, TX 76119
www.alphatesting.com
TBPE Firm No. 813
Grapevine - Colleyville ISD
30510 Ira E Woods Ave
Grapevine, TX 76051
Mustang Panther Stadium Pkg A & Pkg B
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
•
•
•
Detail Sheet:•
Plan Sheet:
1
Partly Cloudy
10/9/2018
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.
F171917
Technician:Billingsley, Ernest (Alan)
X
X
Geotechnical Engineering | Construction Materials Testing | Environmental Engineering
Exterior Stairs at Press Box with Landings, East and Westsides from Concourse Landings down to mid-Landings
Pier Caps: WA.5/W2.3 and WA.5/W2.6 located at West Entry to Press Box
The representative utilized the following provided project plans to perform the observation:
Observation Information
Proper Placement
Reinforcement Tied Properly
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)
Pier caps, reinforcing steel burning forms - Corrected; Concourse landing westside reinforcing steel not properly tied - Corrected
Respectfully Submitted,
Tim Begole Sr.
Remarks:
Drawings Approved
Grade Reinforcement
Number of Reinforcement
X
X
Size of Reinforcement
Bar Length & Spacing
The contractor was notified of the observation result and the engineering representative returned to the Fort Worth Office.
XCable/Tendon Drape
Not Correct Item Observed
Stirrup Size
N/A
Proper Cover
Proper Support
Dowels in Place X
X
X
Form Clean
Grade Beam / Column Size X
Stirrup Spacing
Sheathing X
PT Drawings X Cable/Tendon Count &
Spacing X