HomeMy WebLinkAboutAlpha Testing - 4/4/2018 (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.
April 4, 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. F171917-172
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 Embed TCA325 Bolted and Welded Connections - Concession Stand “B” Crawl Space –
lines C1 to C13 & CJ to C16:
A. Visually inspected the (5”x3”x1/2”) clip angles to embed welded connections per detail
1/S3.2. Angles were welded to the embeds with ¼’ fillet weld on (3) sides. Reference
details 2/S3.3 to 4/S3.3. Compliant.
B. The TCA325 bolts for the clip angle to beam connections were installed with hardened
washers and 3/8” bar washers and were properly tensioned. Reference detail 1/3.2 and
“Structural Steel Connections” general note (6). Complaint.
II TCA325 Beam to Beam Bolted Connections - Concession Stand “B” Crawl Space – lines C1 to
C13 & CJ to C16:
A. The TCA325 bolts were installed with hardened washers and were properly tensioned.
Reference “Structural Steel Connections” general note (6). Complaint.
III W21x44 Beam Splice Welded Connections - Concession Stand “B” Crawl Space – lines C1 to C13
& CJ to C16:
A. Visually inspected the W21x44 beam splice welded connections per details 1/E11 and
2/S3.2 with no discrepancies found at time of inspection. 3/8” shear plates were
welded on both sides of the beam web at the splice with ¼” filet welds on (3) sides.
Compliant.
IV W21x44 to Column Plate Welded Connections - Concession Stand “B” Crawl Space – lines C1 to
C13 & CJ to C16:
A. Visually inspected the W21x44 beam to column plate welded connections per detail
2/S3.2 with no discrepancies found at time of inspection. The beam was welded to the
column plate with ¼” fillet welds on both sides. Compliant.
*Discrepancies, if any, are noted above in bold.
INSPECTOR:
John W. 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. F171917-172
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