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HomeMy WebLinkAboutAlpha Testing - 1/25/20181 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 16.20 15.90 15.00 15.00 N/A N/A N/A 1.88 1.70 N/A N/A N/A 15.30 15.00 43.20 43.20 Dry Dry Dry Dry 98.62 15.20 15.10 Lee Lewis PB5 Top of Ground Elevation (ft.) 96.92 24 98.72 43.00 43.00 27.00 96.92 15.00 15.0015.00 15.00 28.00 15.00 15.00 15.00 Top of Pier Elevation (ft.) Depth of Bearing Stratum From Ground (ft.) Total Depth of Drilled Pier From Ground (ft.) PB20 44.00 24 98.42 98.42 27.30 28.00 96.92 96.92 27.20 96.92 27.00 96.92 2424 98.80 99.10 96.92 24 PB19PB14 98.9298.00 42.3042.00 42.30 27.00 27.50 42.7043.20 30 98.90 94.33 2.18 PB7 PB13 Client: PB8PB6 Mustang Panther Stadium Pier Diameter (in.) Building/Structure Identification F171917 351416 Billingsley, Ernest (Alan) 24 24 Geotechnical Engineering | Construction Materials Testing | Environmental Engineering Project: PB17 24 PB12 General Contractor: Pier Identification Drilling Contractor: 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 Wylie Drilling Measured Depth From Ground Level To Top Of Concrete (ft.) Condition of Bottom (Wet or Dry) Depth From Top Of Concrete To Bottom Of Pier (ft.) Remarks: Number of Vertical Bars (each) 1.08 41.2240.42 Dry Dry N/A 4.57 Cased Depth (ft.) 37.43 N/A Dry N/A Casing Diameter (in.) 42.00 N/A 41.40 24 98.92 96.92 Dry 96.92 28.00 Stirrup Spacing (in.) N/A N/A Dry N/AN/A Dry 6 N/A 40.52 2.00 1.50 1.50 41.20 41.70 6 15.00 28.20 Required Penetration (ft.) Actual Penetration (ft.) 15.00 15.0015.00 16.00 2.00 N/A 1.80 N/A 41.50 41.30 Vertical Bar Size (#) Stirrup Size (#)4 4 4 4 37.00 888 6 6 41.20 41.00 8 8 8 8 6 6 6 4 4 4 4 40.00 40.80 40.80 4 4 12 12 12 12 12 12 12 12 8:00 AM 8:33 AM 9:06 AM 11:09 AM 12:12 PM9:54 AM 1:15 PM 3:00 PM Respectfully Submitted, Grapevine, Texas Yes YesConcrete Placed Same Day (Yes or No)Yes Yes Yes 3:45 PM 12 2:20 PM 11:00 AM 10:29 AM 11:15 AM 12:03 PM 1:00 PMTime Concrete Was Placed 10:15 AM 10:30 AM 10:45 AM Time Drilling Was Completed Yes Yes 4:00 PM 4:15 PM Yes Yes Yes Tim Begole Sr. 12 01/25/2018 2/1/2018 ClearWeather: Work Order Number: of1 Project Number: Technician: Page Number:1 Grapevine - Colleyville ISD 30510 Ira E Woods Ave Grapevine, TX 76051 Alpha Testing, Inc. 5058 Brush Creek Rd Fort Worth, TX 76119 www.alphatesting.com TBPE Firm No. 813 Drilled Straight Shaft Pier Observation Report Service Date: Report Date: 40.80Length of Vertical Bars (ft.)41.50 41.00 40.00 88 9 6 6 8