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HomeMy WebLinkAboutPIERS - F241078-1420996 - 7-26-2-241 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 GTIS Acquisitions, LLC 787 Seventh Avenue, 50th Floor New York, NY 10019 07/09/2024 7/26/2024 Clear 1420996 5058 Brush Creek Rd Fort Worth, TX 76119 www.TeamUES.com TBPELS Firm No. 813 Drilled Straight Shaft Pier Observation Report Weather: Work Order Number: Concrete Placed Same Day (Yes or No) Time Concrete was Placed Time Drilling was Completed 9:00 AM 11:00 AM 12:41 PM Length of Vertical Bars (ft.) Stirrup Spacing (in.) Stirrup Size (#) Vertical Bar Size (#) Number of Vertical Bars (each) 21.50 35.00 13.50 22.00 31.00 31.00 WetWetWet Cased Depth (ft.) 45.00 35.00 Casing Diameter (in.) 0.000.00 *Test Piers Only. Water was observed in all 3 test piers. Water in Pier #1 was noted at around 17' and was entering the pier at a substantial rate. Water was noted around 20' on test pier 2 & 3 at a slower rateRemarks: Project Manager only accumulating approxametly less than 2 inches. All piers were backfilled upon completion. Ronnie Yeoman Respectfully Submitted, 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 UES. The use of our name and test results must receive our written Service Date: Report Date: *F.2/16.5 Building Pad *F.2/5.5 Technician: Page Number: 1 of 1 Reyes, Ruben Drilling Contractor:Maxon Drilling *D/12.5 Off Genesis Way and Enchanted Way Grapevine, Texas F241078 General Contractor: Pier Identification 121 Commerce Center Addition (Lot 1)Project Number: Client: Project: Measured Depth From Ground Level To Top Of Concrete (ft.) Required Penetration (ft.) Actual Penetration (ft.) 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 Condition of Bottom (Wet or Dry) Depth From Top Of Concrete To Bottom Of Pier (ft.) 9.00 0.00 45.00 45.00 0.00 24 3624 Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies UES / Riner Engineering Statement: If elevations are provided, they were provided by OTHERS and assumed to be correct.