HomeMy WebLinkAboutAlpha Testing - 8/3/2018 (2)5058 Brush Creek Road
Fort Worth, Texas 76119
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
Our test results and reports are for the exclusive use of the client (and their designated recipients on file in our office) 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 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.
August 3, 2018
Grapevine - Colleyville ISD
30510 Ira E Woods Ave
Grapevine, TX 76051
Attention: Ms. Calva Powell
Re: Field Inspection of Structural Steel
Mustang Panther Stadium
Pkg A & Pkg B
Grapevine, Texas
ALPHA Report No. F171917-368
Alpha Testing arrived on site to perform a Visual Structural Steel Inspection for the above referenced
project. Results of the inspection are as follows:
I Beam to beam and beam to column A325 and TCA325 bolted connections – Intermediate level 2
to Press box level 1 – lines 4-1 through E-A and 11-8 through E-A:
A. Bolted connections were inspected as per details on S6.3 and S6.4 for lines 4-1
through E-A and 11-8 through E-A. Connections were tensioned to a snug tight
condition at time of inspection. Compliant.
B. Bolted connections at Press Box level 1 floor framing on sheet S6.4 between
lines E-F through 11.1-0.1 and 8-4 through A-F were unable to be inspected due
to access. Non-Compliant.
II Moment connections – Press box level 1 – Lines 0.13-11.1 and B just past F:
A. Welded moment connections were visually inspected as per details on S7.2
welded connections were visually acceptable. As per notes on S7.2 backing
bars are to be removed; backing bars have not been removed. Non-Compliant.
B. TCA325 bolted moment connections on line B at lines 1 and 11 are snapped and have
been completed per details on sheet S7.2. Compliant.
III Brace frame welded and A325 bolted connections – Press box level 1 – Lines 0.13-11.1 and B-F:
A. Welded connections were inspected per details 1, 2, and 3 on sheet S8.1 and
multiple connections were missing welds. Non-Compliant.
B. A325 bolted connections were inspected per details on sheet S6.4 and S8.1. Bolted
connections were tensioned to a snug tight condition at time of inspection. Compliant.
*Discrepancies, if any, are noted above in bold.
INSPECTOR:
Kevin Ellis
CWI#17020871
5058 Brush Creek Road
Fort Worth, Texas 76119
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
Our test results and reports are for the exclusive use of the client (and their designated recipients on file in our office) 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 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.
ALPHA Report No. F171917-368
We are pleased to be of service on this project and if you have any questions, please contact our office.
Sincerely yours,
ALPHA TESTING, INC.
Tim Begole Sr.
Project Manager