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HomeMy WebLinkAboutAlpha Testing - 1/10/2019RW1.1 / S3.0 RW1.14 / S3.2 9/15/2017 / 3/7/2018•Date: Item Observed N/ACorrectNot Correct X X X Correct X Based on the representative's visual observation using the provided project plans, the area was compliant X Correct Splicing Reinforcement Clean X X Grapevine, Texas Page Number: 500302 1 of Reinforcing Steel Observation Report Work Order Number: Project Number: Report Date: Weather: 01/10/2019Service Date:Client: Project: Alpha Testing, Inc. 5058 Brush Creek Rd Fort Worth, TX 76119 www.alphatesting.com TBPE Firm No. 813 Grapevine - Colleyville ISD 30510 Ira E Woods Ave Grapevine, TX 76051 Mustang Panther Stadium Pkg A & Pkg B Our test results and reports are for the exclusive use of the Client (and designated recipients) 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 • • • Detail Sheet:• Plan Sheet: 1 Mostly Cloudy 1/16/2019 The representative observed the reinforcing steel related items for the following area: An Alpha Testing engineering representative traveled to the above referenced project to perform a reinforcing steel observation as scheduled. F171917 Technician:Leonard, Terry X X Geotechnical Engineering | Construction Materials Testing | Environmental Engineering Retaining Wall and Footing: North of Main Entrance to Stadium, Multiple Walls SE of Ticketbooths Slab-on-Grade: North of Main Entrance of Stadium, 1' S of Retaining Walls, 50' W of Stairs The representative utilized the following provided project plans to perform the observation: Observation Information Proper Placement Reinforcement Tied Properly X 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. Technician time is from portal to portal. MF-019(8/2/2016) Respectfully Submitted, Tim Begole Sr. Remarks: Drawings Approved Grade Reinforcement Number of Reinforcement X X Size of Reinforcement Bar Length & Spacing The contractor was notified of the observation result and the engineering representative returned to the Fort Worth Office. XCable/Tendon Drape Not Correct Item Observed Stirrup Size N/A Proper Cover Proper Support Dowels in Place X X X Form Clean Grade Beam / Column Size X Stirrup Spacing Sheathing X PT Drawings X Cable/Tendon Count & Spacing X