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HomeMy WebLinkAboutAlpha Testing - 1/26/20181 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 16.00 15.00 N/A N/A 41.22 42.22 1.88 1.78 1.08 1.08 Dry Dry N/A N/A 41.12 41.22 43.00 1.08 41.72 N/A N/A Casing Diameter (in.)N/A 6 6 N/AN/A N/A N/AN/A N/A 6 Cased Depth (ft.) N/A N/A N/AN/A 32 15.20 15.00 15.00 15.00 15.00 15.30 15.00 18 98.00 98.00 98.00 98.20 28.00 27.20 27.30 27.80 96.9296.9296.9296.92 15.00 18 28.00 18 18 15.00 Pier Identification Total Depth of Drilled Pier From Ground (ft.) 96.92 Required Penetration (ft.) 44.00 28.00 15.00 18 98.52 98.7098.50 1818 98.80 96.92 27.00 42.30 96.92 96.92 27.00 43.0042.30 Geotechnical Engineering | Construction Materials Testing | Environmental Engineering Project: Wiley DrillingLee Lewis Actual Penetration (ft.) PB11 PB30 98.00 Client: PB35 30 Measured Depth From Ground Level To Top Of Concrete (ft.)1.28 27.00 42.70 15.00 Drilling Contractor: PB31 General Contractor: 96.92 27.00 Pier Diameter (in.) Building/Structure Identification Top of Ground Elevation (ft.) Top of Pier Elevation (ft.) Depth of Bearing Stratum From Ground (ft.) 24 Respectfully Submitted, Condition of Bottom (Wet or Dry) Remarks: Tim Begole Sr. Dry PB32 18 98.60 96.92 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 1.58 40.72 Dry 41.02 Dry PB26 PB29 PB10 PB4 PB3 1.08 Depth From Top Of Concrete To Bottom Of Pier (ft.) 1.60 Dry 42.20 15.00 15.20 Dry 15.30 15.30 15.00 15.70 1.681.38 43.30 42.20 42.30 Dry Dry 15.0015.00 15.00 33.00 48.00 PB21 24 98.30 96.92 40.4242.40 N/A Dry 33 40.82 46.92 Dry N/AN/A Number of Vertical Bars (each) 8 8 8Vertical Bar Size (#) Length of Vertical Bars (ft.)41.90 48.90 66696 3 6 43.60 6 43.0043.40 6 6 43.00 42.72 6 6 43.10 44.00 6 6 6 42.40 43.00 6 6 Stirrup Size (#)4 4 4 3 3 Stirrup Spacing (in.)12 3 3:20 PM 12 12 3 3 3 3 121212 1:20 PM Time Concrete Was Placed 9:35 AM 9:45 AM 11:00 AM 2:15 PM 12 12 2:08 PM 12 12 Time Drilling Was Completed 8:00 AM 8:40 AM Concrete Placed Same Day (Yes or No)Yes YesYes Statement: If elevations are provided, they were provided by OTHERS and assumed to be correct. Yes 1:30 PM Yes Yes Yes Yes Yes Yes 1:45 PM 3:30 PM11:05 AM 2:00 PM Service Date: Report Date: Project Number: Billingsley, Ernest (Alan) F171917 01/26/2018 Yes Technician: Page Number:1 3:55 PM3:40 PM 1 2:50 PM Mustang Panther Stadium 2/1/2018 Clear 351963 Alpha Testing, Inc. 5058 Brush Creek Rd Fort Worth, TX 76119 www.alphatesting.com TBPE Firm No. 813 Drilled Straight Shaft Pier Observation Report Weather: Work Order Number: of Grapevine - Colleyville ISD 30510 Ira E Woods Ave Grapevine, TX 76051 Grapevine, Texas 10:05 AM 11:30 AM 12 12:15 PM 12:50 PM10:40 AM