HomeMy WebLinkAboutAlpha Testing - 9/14/20185058 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.
September 14, 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. F171917-451283
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 Type 1.5B Roof Deck – Press Box – lines G to B & 11.1 to 2:
A. Decking has been installed along the perimeter along lines G and B as per note DK2-
AP2 and sheet D4. This clears note from report dated 8/28/18. Compliant.
II Roof Screen Framing – Press Box – lines 11.1 to 0.13 & G to B:
A. Screen framing inspected per details 9, 10, & 11 on sheet S7.5 & per detail 1/E16.
B. Details 9, 10, & 11 on sheet S7.5 show the HSS6x6x3/8 stub columns to be welded to
beams along lines B, G, 0.13, and 11.1
C. Detail 1/E16 visually shows HSS6x6x3/8 stub columns bolted to beams along lines B,
G, 0.13, and 11.1 with no information provided.
D. HSS6x6x3/8 stub column at line F.2 and 11.1 has been welded to beam W27x114.
E. All other HSS6x6x3/8 stub columns have been bolted to beams using TC-A325 bolts
tensioned to a snug tight condition at the time of inspection.
F. HSS6x2x3/16 cross member has been spliced at line F.2 and 11.1. *More information
is required for spliced connection.*
G. Screen wall welded connections are visually acceptable at the time of inspection per
AWS D1.1-15. Compliant.
*Information is required for 2B through 2E above.
*Discrepancies, if any, are noted above in bold.
INSPECTOR:
Kevin Ellis
CWI#117020871
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