HomeMy WebLinkAboutAlpha Testing - 7/13/20185058 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.
July 13, 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. F171917-334
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 Moment Welded Connections - PRESS BOX – Upper Concourse:
A. The moment weld connections near lines B/10 and B/4 for the W14x22 beams were
visually inspected per sheet S6.2 and detail 1/S7.2. Inspected connections were
completed per detail and visually acceptable. This clears item 2(A) from report dated
7/5/18. Compliant.
NOTE: TCA325 bolts have been properly tensioned at moment connections as required.
II Column Anchor Bolt Connections - Bleachers – North Side Upper Concourse – lines E.2 to G.2 &
11.12 to 11:
A. Connections were re-inspected per detail 9/S3.1. Column anchor bolt connections
have been properly tensioned. This clears item 3(A) from report dated 7/5/18.
Compliant.
III (8”x4”x7/16”) angle to pre-cast anchor bolt and welded connections and (5”x5”x5/16) angle to pre-
cast and beam anchors bolt and welded connections - Bleachers – North Side Upper Concourse –
lines E.2 to G.2 & 11.12 to 11:
A. Connections were re-inspected with no discrepancies found at time of inspection.
Reference details 1/S3.5, 8/S7.8 and 10/S7.8. This clears item 5(A) from report dated
7/5/18. Compliant.
IV Brace Frame Welded Connections - Bleachers – North Side Upper Concourse – lines E.2 to G.2 &
11.12 to 11:
A. Connections were re-inspected per sheet S6.7 and details 2/S8.2 and 3/S8.2. Missing
5/16” fillet welds have been added. Reference BF7 and BF8 on sheet S8.2 and details
5,9,10 and 1 on sheet S8.2. This clears item 6(A) from report dated 7/5/18 Compliant.
V HSS Girt to Column and Panel Welded Connections and Anchor Bolt Connections – Bleachers –
North Side Upper Concourse – lines E.2 to G.2 & 11.12 to 11:
A. Connections were inspected per sheet S6.7 and detail 7/S7.10 with no discrepancies
found at tome of inspection. Compliant.
*Discrepancies, if any, are noted above in bold.
INSPECTOR:
Chris Lalic
CWI#16010691
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. F171917-334
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