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Home My WebLink AboutAlpha Testing - 3/5/20181 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 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 Dry Dry Dry N/A 31.60 1.50 9.50 9.50 4.50 9.501.50 15.40 16.00 15.00 15.10 15.10 15.00 15.00 15.00 15.00 42.50 38.00 40.50 40.50 41.10 97.50 43.00 27.10 22.00 25.50 25.40 26.00 45.00 42.40 45.40 105.50 97.50 97.50 102.50102.00 107.00 107.00107.00 107.00 PC14 PC38 PC9 18 18 18 Client: Condition of Bottom (Wet or Dry) General Contractor: Pier Identification Pier Diameter (in.) Top of Ground Elevation (ft.) Top of Pier Elevation (ft.) Depth of Bearing Stratum From Ground (ft.) Total Depth of Drilled Pier From Ground (ft.) Building/Structure Identification Measured Depth From Ground Level To Top Of Concrete (ft.) Actual Penetration (ft.) Geotechnical Engineering | Construction Materials Testing | Environmental Engineering Project: Drilling Contractor: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 Mustang Panther Stadium Renovation 54 107.00 107.00 30 Tim Begole Sr. Casing Diameter (in.) Cased Depth (ft.) PC39 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 N/A Depth From Top Of Concrete To Bottom Of Pier (ft.) PC40 30 Required Penetration (ft.) PC17 30 28.00 15.00 15.00 5.00 15.00 42.10 15.00 15.10 PC31 Remarks: N/A N/A 9 9 8 N/A Vertical Bar Size (#)8 8 Number of Vertical Bars (each)9 N/A 40.60 Dry N/A N/A N/A N/A N/A N/A N/A 38.00 Dry 41.00 28.50 31.00 36.00 107.00 105.50 27.00 PC35 30 107.00 105.50 30.0027.40 PC33 N/A 40.90 Dry N/A 15.00 15.00 15.00 15.00 1.501.50 43.50 Dry PC37 30 107.00 105.50 30 107.00 105.50 30.00 15.00 15.40 1.50 43.90 Dry 888 9 9 8 9 6 6 6 6 45.50 40.00 40.20Length of Vertical Bars (ft.)42.50 45.00 42.50 4 42.30 44.00 37.50 40.50 9 6 6 1212 4 4 4 12Stirrup Spacing (in.)12 12 12 12 Stirrup Size (#)4 4 4 12 12 12 2:55 PM 1:20 PM 3:00 PM 3:10 PM 3 3 3 Time Drilling Was Completed 8:50 AM 9:15 AM 9:45 AM Time Concrete Was Placed 10:30 AM 10:45 AM 10:50 AM 11:00 AM 10:20 AM 2:25 PM 3:15 PM11:05 AM 11:35 AM 1:05 PM 1:45 PM 4:00 PM Yes Yes Yes Yes 366397 F171917 Grapevine, Texas Respectfully Submitted, Yes Yes Yes Yes Yes YesConcrete Placed Same Day (Yes or No) 3:35 PM Mustang Panther Stadium Pkg A & Pkg B Abima, Cornelius Page Number:1of1 Work Order Number: Project Number: Technician: Service Date: Report Date: Weather: 03/05/2018 3/6/2018 Clear Grapevine - Colleyville ISD 30510 Ira E Woods Ave Grapevine, TX 76051 1 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: REVISED 3/6/18 03/05/2018 3/6/2018 Clear Concrete Placed Same Day (Yes or No) Work Order Number: Project Number: Technician: 3:35 PM 366397 F171917 Abima, Cornelius 1of1 4:00 PM Yes Yes Yes Yes 2:55 PM 1:20 PM 3:00 PM Yes Yes Yes Yes Yes Yes 3:15 PM11:05 AM 11:35 AM 1:05 PM 1:45 PM 12 12 12 3 3 3 3:10 PM 2:25 PM Stirrup Size (#)4 4 4 Stirrup Spacing (in.)12 12 12 Time Concrete Was Placed 10:30 AM 10:45 AM 10:50 AM 11:00 AM 10:20 AMTime Drilling Was Completed 8:50 AM 9:15 AM 9:45 AM 9 6 6 12 4 4 4 12 12 12 Length of Vertical Bars (ft.)42.50 45.00 42.50 9 6 4 42.30 44.00 37.50 40.5045.50 40.00 40.20 30 107.00 105.50 30 107.00 105.50 6 68 6 15.00 N/A 15.00 15.00 15.00 15.00 1.501.50 43.50 Dry N/AN/A N/A N/A N/A Dry 41.00 28.5040.90 Dry 43.90 Dry 40.60 Dry 31.00 36.0038.00 9 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.) PC17 30 28.00 15.00 PC31PC35 30 107.00 105.50 15.00 42.10 15.00 15.10 15.00 15.40 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.) PC39 N/A Depth From Top Of Concrete To Bottom Of Pier (ft.) PC40 15.00 5.001.50Measured Depth From Ground Level To Top Of Concrete (ft.) Actual Penetration (ft.) N/A 9 9 8 888 9 Page Number: Mustang Panther Stadium Renovation 54 107.00 107.00 30 30 PC33PC37 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 45.40 105.50 97.50105.50 27.00 97.50 102.50102.00 PC14 PC38 PC11 Total Depth of Drilled Pier From Ground (ft.) 107.00 107.00 107.00 97.50 26.00 42.50 38.00 40.50 40.50 41.10 27.10 22.00 25.50 25.40 45.00 42.40 30.0027.4030.00 43.00 15.00 15.00 15.00 15.40 16.00 15.00 15.10 15.10 1.50 31.60 1.50 9.50 9.50 4.50 9.50 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