HomeMy WebLinkAboutAlpha Testing - 7/24/20185058 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 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. F171917-346
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 Coil Bolt to Coil Insert (Pre-Cast Seating) – Bleachers Southside Upper Concourse Structural
Framing – lines G.1-G.2 & 0.12-0.1:
A. Connections at lines on detail 1/S6.9 were inspected per pre-cast details 5/S7.8. Coil
bolts were installed per drawings. Compliant.
II Brace Frame Welded Connections - Bleachers Southside Upper Concourse Structural Framing –
lines A.1-G.2 & 0.12-0.1:
A. Visually inspected the brace frame welded connections (BF-8 and BF-7) were
inspected per sheet S6.9, sheet S8.2 and detail 5/S8.2, 9/S8.2, 10/S8.2 and 11/S8.2
with no discrepancies found at time of inspection. Compliant.
III Column Anchor Bolt Connections – Bleachers Southside Upper Concourse Structural Framing –
lines A.1-G.2 & 0.12-0.1:
A. Connections were inspected per detail 9/S3.1. Connections have been properly
tensioned to a snug tight condition at time of inspection per details. Compliant.
IV (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 – Southside Upper Concourse
Structural Framing – lines A.1-G.2 & 0.12-0.1:
A. Connections were inspected per details 1/S3.5, 23/S3.5, 1/E11 and 5/E11 with no
discrepancies found at time of inspection. Compliant.
V A325/TCA325 Beam to Beam and Beam to Column Bolted Connections - Bleachers – Southside
Upper Concourse – lines A.1-G.2 & 0.12-0.1:
A. Bolted Connections were inspected per sheet S6.9 and “Connections” general notes
6(B) and 6(E). Connections have been tensioned to a snug tight condition. Compliant.
B. Raker beam to column clip angle holes were flame cut at line 0.12/G.1.
Non-Compliant.
VI A325 Kicker Angle Bolted Connections – Southside Upper Concourse Structural Framing – lines
A.1-G.2 & 0.12-0.1:
A. Connections were inspected per details 8/S7.8 with no discrepancies found at time of
inspection. Compliant.
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. F171917-346
VII Type 2VLI 20gauge Composite Floor Deck and Nelson Studs – Southside Upper Concourse –lines
A.1-G.2 and 0.12-0.1:
A. The decking was inspected per sheet S6.9, details 1/S6.2, 2/S6.2 and the “Vulcraft
Deck Fastening Schedule” on sheet D1 and sheet D7. The decking was fastened to
the supports with 5/8” puddle welds per detail. Side laps were button punched per
detail. Compliant.
B. Nelson studs were inspected per details on sheet ST6 “Stud Layout” with no
discrepancies found at time of inspection. Compliant.
VIII Type 2VLI 20gauge Composite Floor Deck and Nelson Studs – Intermediate level 1 decking –
lines 10-8 and B-C (Northside); B-E and 4-2 (Southside):
A. The decking was inspected per sheet 1/S6.1 and “Vulcraft Deck Fastening Schedule”
on sheet D1, D6, and D7. The decking was fastened to the supports with 5/8” puddle
welds per detail. Side laps were button punched per detail. Compliant.
B. Nelson studs were inspected per details on sheet ST1 “Stud Layout” with no
discrepancies found at time of inspection. Compliant.
*Discrepancies, if any, are noted above in bold.
INSPECTOR:
Kevin Ellis
CWI#17020871
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