HomeMy WebLinkAboutPIERS - F241078-1431797- 8-9-20241
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GTIS Acquisitions, LLC
787 Seventh Avenue, 50th Floor
New York, NY 10019
08/01/2024
8/9/2024
Clear
1431797
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)Yes Yes
Time Concrete was Placed 10:00 AM 10:30 AM 11:45 AM 12:30 PM
Yes Yes Yes Yes Yes Yes Yes Yes
Time Drilling was Completed 7:30 AM 8:10 AM 9:30 AM 10:00 AM
3:45 PM 4:15 PM
10:50 AM 11:20 AM 12:35 PM 1:05 PM
1:25 PM 1:50 PM 2:45 PM 3:10 PM
12"12"
1:50 PM 2:20 PM
Length of Vertical Bars (ft.)27.20
Stirrup Spacing (in.)12"12"12"12"12"12"12"12"
Stirrup Size (#)3 3 3 3 3 3 3 3 3 3
8 8 6 6
Vertical Bar Size (#)
27.90
655666
23.20
5
23.10
Number of Vertical Bars (each)6 6 8 8 6 6
5
91.30
20.10
25.10
5.00
5.00
94.00
22.00
29.10
28.10
Dry
5 5
8.00 5.00 5.00
23.00 23.20
20"
Dry
26"
24.10
Dry
20"
21
23.00
Dry
21
Dry
20"
20
21.00 27.00 26.00
Cased Depth (ft.)
22.00
21.6
21.40 27.10
26"
1.50
23.70
Dry
20"
20.6
Casing Diameter (in.)
3.70
Remarks:
Project Manager
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:
G/1.6 F.5/1.6F.5/1.4
Building Pad
G/1.4
Technician:
Page Number: 1 of 1
Alvarado, Henry
Drilling Contractor:Maxon DrillersMW Builders
F/1.2
Off Genesis Way and Enchanted Way
Grapevine, Texas
F241078
General Contractor:
Pier Identification
121 Commerce Center Addition (Lot 1)Project Number:
F/2.2
5.10
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
91.30 94.50
Condition of Bottom (Wet or Dry)
Depth From Top Of Concrete To
Bottom Of Pier (ft.)
95.00
20.10
95.00
94.50
19.30
27.60
7.00
7.10
1.00
25.70
5.50
20.20
5.00 8.008.00
95.00
93.50
20.30
25.60
5.00
18"24"
95.00 95.00
18"
F/1.6
24"24"
95.00
18"
95.00
18"
F/2.8 F.1/1.4 F.1/1.6
24"18"18"
25.20
95.00 95.00 95.00
93.50
28.60
94.50 93.5093.50
29.60 25.60 25.40
8.30 8.40 6.20 5.10
20.40 21.20 19.40 20.30
5.30
5.00
3.70 0.50 0.50 1.50 1.500.50 1.50
26"26"20"20"
8.20
28.10 29.10 24.10 23.90
Dry Dry Dry Dry
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.
20 21.6 21 21 21