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HomeMy WebLinkAboutAlpha Testing - 2/16/20181 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 Grapevine - Colleyville ISD 30510 Ira E Woods Ave Grapevine, TX 76051 Service Date: Report Date: Weather: 02/16/2018 2/26/2018 Partly Cloudy Concrete Placed Same Day (Yes or No) Work Order Number: Project Number: Technician: 3:50 PM 361404 F171917 Abima, Cornelius 1of1 Yes Yes Yes Yes 1:35 PM 1:55 PM 3:15 PM Yes Yes Yes Yes Yes 12:05 PM 12:50 PM 1:50 PM 2:40 PM 12 12 3 3 3:20 PM 3:15 PM Stirrup Size (#)4 4 3 Stirrup Spacing (in.)12 12 12 Time Concrete Was Placed 10:15 AM 11:10 AM 11:40 AM 1:50 PM 10:30 AMTime Drilling Was Completed 8:25 AM 9:05 AM 10:05 AM 6 6 12 3 3 3 12 12 12 Length of Vertical Bars (ft.)41.50 40.50 41.00 6 6 3 41.40 41.00 50.00 49.0042.50 49.00 24 107.00 105.50 18 107.00 100.50 6 66 15.00 N/A 15.00 15.00 15.00 15.30 1.501.50 38.50 Dry N/AN/A N/A N/A N/A Dry 34.50 32.0038.00 Dry 34.50 Dry 32.50 Dry 31.50 32.0034.00 6 N/A N/A N/A Vertical Bar Size (#)8 8 N/A N/A N/A Number of Vertical Bars (each)9 Required Penetration (ft.) PB48 30 25.00 15.00 PC42PC41 18 107.00 105.50 15.00 39.00 15.00 15.00 15.00 15.30 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-008(8/2/2016) 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 Remarks: Respectfully Submitted, Tim Begole Sr. Casing Diameter (in.) Cased Depth (ft.) PC52 N/A Depth From Top Of Concrete To Bottom Of Pier (ft.) PC44 15.50 6.506.50Measured Depth From Ground Level To Top Of Concrete (ft.) Actual Penetration (ft.) N/A 6 6 6 666 6 Page Number: Mustang Panther Stadium Renovation 18 107.00 107.00 18 18 PC46PC43 107.00 General Contractor: Pier Identification Pier Diameter (in.) Top of Ground Elevation (ft.) Top of Pier Elevation (ft.) Depth of Bearing Stratum From Ground (ft.) Geotechnical Engineering | Construction Materials Testing | Environmental Engineering Project: Drilling Contractor: Client: Condition of Bottom (Wet or Dry) Wylie DrillingLee Lewis Construction Alpha Testing, Inc. 5058 Brush Creek Rd Fort Worth, TX 76119 www.alphatesting.com TBPE Firm No. 813 Drilled Straight Shaft Pier Observation Report Grapevine, Texas Mustang Panther Stadium Pkg A & Pkg B Building/Structure Identification 18 18 107.00 41.00 100.50 98.00100.50 24.00 98.00 98.00100.50 PB49 PB50 Total Depth of Drilled Pier From Ground (ft.) 107.00 107.00 41.00 41.00 40.50 41.00 26.00 25.80 25.20 26.00 40.00 39.50 25.7024.2025.00 40.50 15.00 15.00 15.00 15.20 15.30 15.00 6.506.50 9.00 9.00 9.00 Dry Dry Statement: If elevations are provided, they were provided by OTHERS and assumed to be correct. N/A N/A N/A N/A Dry Dry