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HomeMy WebLinkAboutAlpha Testing - 3/6/20181 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: 03/06/2018 3/13/2018 Clear Concrete Placed Same Day (Yes or No) Work Order Number: Project Number: Technician: 4:05 PM 366867 F171917 Abima, Cornelius 1of1 4:15 PM Yes Yes Yes Yes 10:50 AM 2:15 PM 2:20 PM Yes Yes Yes Yes Yes Yes 3:05 PM10:20 AM 12:25 PM 1:00 PM 1:40 PM 12 12 12 3 3 3 3:55 PM 2:30 PM Stirrup Size (#)3 3 4 Stirrup Spacing (in.)12 12 12 Time Concrete Was Placed 2:00 PM 11:30 AM 10:00 AM 10:40 AM 9:55 AMTime Drilling Was Completed 7:50 AM 8:20 AM 8:55 AM 6 6 6 12 4 4 4 12 12 12 Length of Vertical Bars (ft.)40.50 39.50 40.00 6 6 4 40.00 40.50 51.00 51.9042.00 39.50 50.00 18 107.00 100.50 24 107.00 98.00 6 68 6 15.00 N/A 15.00 15.60 15.00 15.00 6.506.50 34.50 Dry N/AN/A N/A N/A N/A Dry 34.50 32.1034.50 Dry 31.10 Dry 32.00 Dry 31.50 30.5031.50 9 N/A N/A N/A Vertical Bar Size (#)6 6 N/A N/A N/A Number of Vertical Bars (each)6 Required Penetration (ft.) PB44 18 25.00 15.00 PC10PC36 30 107.00 100.50 15.00 41.00 15.00 16.00 15.00 15.00 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.) PC32 N/A Depth From Top Of Concrete To Bottom Of Pier (ft.) PC8 15.50 9.009.00Measured Depth From Ground Level To Top Of Concrete (ft.) Actual Penetration (ft.) N/A 9 6 8 888 6 Page Number: Mustang Panther Stadium Renovation 24 107.00 107.00 24 54 PC12PC34 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 T 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 18 107.00 40.10 101.50 98.0098.00 25.00 98.00 98.0098.00 PB43 PC9 PB41 Total Depth of Drilled Pier From Ground (ft.) 107.00 107.00 107.00 98.00 25.50 40.00 41.10 40.50 39.50 40.50 25.00 26.00 24.00 24.50 41.00 41.00 25.1026.0025.40 40.50 15.00 15.00 15.00 15.00 15.10 16.50 15.00 15.00 9.00 31.50 5.50 9.00 9.00 9.00 9.00 Dry Dry Dry N/A Statement: If elevations are provided, they were provided by OTHERS and assumed to be correct. N/A N/A N/A N/A N/A Dry Dry