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HomeMy WebLinkAboutAlpha Testing - 1/29/20181 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 17.00 15.00 17.40 17.10 17.10 15.20 26.10 96.90 41.30 36 36 18 98.70 98.70 98.70 96.90 96.90 26.50 25.10 43.60 42.20 General Contractor: Pier Identification Pier Diameter (in.) Top of Ground Elevation (ft.) Top of Pier Elevation (ft.) 1781 E/1 36 1779 B/1 18 36 1777 F/3 1778 E/2 1787 E.4/1.5 Total Depth of Drilled Pier From Ground (ft.) Building/Structure Identification Casing Diameter (in.) Dry Depth From Top Of Concrete To Bottom Of Pier (ft.) Condition of Bottom (Wet or Dry) Required Penetration (ft.) 96.90 15.00 39.80 41.60 15.60 Lee Lewis Construction Inc 98.70 36 98.70 98.70 1772 A.01/4.1 Measured Depth From Ground Level To Top Of Concrete (ft.) Actual Penetration (ft.) 26.20 17.00 17.20 1.80 41.60 26.00 1.80 41.70 Dry N/A 39.00 Dry N/A Technician: Geotechnical Engineering | Construction Materials Testing | Environmental Engineering 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) Service Date: Report Date: Weather: 01/29/2018 2/1/2018 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 Project: Client: Drilling Contractor:Wylie Drilling Alpha Testing, Inc. 5058 Brush Creek Rd Fort Worth, TX 76119 www.alphatesting.com TBPE Firm No. 813 Drilled Straight Shaft Pier Observation Report Press Box Grapevine, Texas Mustang Panther Stadium Page Number: Work Order Number: Clear of1 Grapevine - Colleyville ISD 30510 Ira E Woods Ave Grapevine, TX 76051 Project Number: N/A N/A N/A N/A N/A N/A Tim Begole Sr. N/A Remarks: 26.00 N/A 39.80 Dry N/A Statement: If elevations are provided, they were provided by OTHERS and assumed to be correct. Cased Depth (ft.)N/A Vertical Bar Size (#)6 8 N/A N/A 8 8 13 13 N/A Depth of Bearing Stratum From Ground (ft.) 1780 F/1 767 C/5 30 98.70 15.60 1.80 41.60 15.00 96.90 1766 A.01/5 18 98.70 765 A/5 18 98.70 96.90 26.40 15.00 25.7026.50 96.90 17.00 40.80 15.00 8 Dry 43.40 17.10 N/A 8 6 98.70 96.90 41.60 96.9096.90 17.00 17.00 26.80 43.50 44.20 1.80 1.80 15.10 1.80 1.80 1.80 15.10 1.80 6 6 N/A 1.80 N/A N/A 39.5042.40 41.8039.80 Dry 8 13 13 Dry Dry Dry 41.30 Dry N/A Number of Vertical Bars (each)6 9 13 666 12 4 4 4 12 42.5042.00 43.40 3 44.70 Time Concrete Was Placed 11:05 AM Stirrup Size (#)3 4 12 12 12 4 1212 10:00 AM 44.60 45.40 44.80 Stirrup Spacing (in.)12 4 3 Length of Vertical Bars (ft.)42.80 42.80 42.80 2:45 PM 3:30 PMTime Drilling Was Completed 7:50 AM 8:30 AM 9:10 AM 10:40 AM 11:15 AM 11:50 AM 2:05 PM 12 12 3 YesYesYesYesYes 10:30 AM 10:50 AM 11:00 AM 12:05 PM 3:00 PM 1:40 PM 3:15 PM Concrete Placed Same Day (Yes or No) 352721 F171917 Gasigwa, Ignace(Baziga) 1 3:55 PM Respectfully Submitted, Yes Yes Yes Yes Yes