HomeMy WebLinkAboutAlpha Testing - 8/24/2018 (3)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 24, 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. F171917-400
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 Level 2 Composite Floor Deck and Nelson Studs –Lines A-H and .13-11 Sheet S6.5:
A. Type 2VLI 20gauge decking was secured in compliance with Floor Deck Notes Sheet
S0.0 and per the “Vulcraft Deck Fastening Schedule” on sheet SD3. The decking was
fastened to the supports with ¾” puddle welds inspected to D1.3 and side laps were
button punched at 12” per detail with no discrepancies found at time of inspection.
Compliant.
II Nelson Studs –Lines A-H and .13-11 Sheet S6.5:
A. Nelson studs were inspected per details on sheet ST3 “Stud Layout” and notes on C1
with no discrepancies found at time of inspection. Compliant.
III Level 2 Wind Bracing– Line E and 1-2 and 10-11 S6.5:
A. BF2 Brace frame welded connections were visually inspected to AWS D1.1 with no
discrepancies found at time of inspection. Compliant.
IV Level 2 Continuous Perimeter Angle – Lines A-H and .13-11 Sheet S6.5:
A. Angle has been secured to beams on a 3” on 12” pattern and all splices have been
fully welded out per detail. Weldments were visually inspected to AWS D1.1 with no
discrepancies found at time of inspection. Compliant.
*Discrepancies, if any, are noted above in bold.
INSPECTOR:
John Butler
CWI#18011071
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. F171917-400
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