HomeMy WebLinkAboutPIERS - F241078-1431794 - 8-22-20241
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Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies
UES / Alpha Testing, LLC
Statement: If elevations are provided, they were provided by OTHERS and assumed to be correct.
22'
5.30 9.10
11.00
33.30
92.70
24"
99.40
24"
A/1.5
18"18"
99.40
24"
99.40
24"
95.90
Condition of Bottom (Wet or Dry)
Depth From Top Of Concrete To
Bottom Of Pier (ft.)
99.40
22.30
99.40
96.80
22.20
27.50
5.00
6.60
2.20
38.30
9.30
29.00
9.00 5.00
99.40
94.90
23.10
32.20
9.00
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
Drilling Contractor:MAXON DRILLINGMW BUILDERS
A/1.8
Off Genesis Way and Enchanted Way
Grapevine, Texas
F241078
General Contractor:
Pier Identification
121 Commerce Center Addition (Lot 1)Project Number:
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:
A/2.8 A.3/1A/1
BUILDING PAD / PIERS
A/2.4
Technician:
Page Number: 1 of 1
Alvarado, Henry
Pier bottoms were wet but within the 2" ACI toleranceRemarks:
Project Manager
Ronnie Yeoman
Respectfully Submitted,
Cased Depth (ft.)
34.80
21'
32.00 24.90
20"
6.70
26.60
Wet
26"
22'
Casing Diameter (in.)
1.503.50 2.60 4.50
28.60 26.00
26"
Wet
20"
27.70
Wet
26"
22'
33.60
Wet
21'
Wet
26"
22'
31.30 25.00 24.00
97.90
21.80
33.50
11.00
11.70
97.20
21.30
27.90
25.70
Wet
6 6
11.00
Vertical Bar Size (#)6 6 5 5
Number of Vertical Bars (each)8 8 6 6 8 8
Length of Vertical Bars (ft.)
Stirrup Spacing (in.)12"12"12"12"12"12'
Stirrup Size (#)3 3 3 3 3 3
Time Drilling was Completed 8:30 AM 9:30 AM 10:30 AM 11:00 AM 12:45 PM 1:45 PM
2:00 PM 2:30 PM
Yes YesConcrete Placed Same Day (Yes or
No)Yes Yes
Time Concrete was Placed 10:15 AM 10:45 AM 12:50 PM 1:15 PM
Yes Yes
GTIS Acquisitions, LLC
787 Seventh Avenue, 50th Floor
New York, NY 10019
07/29/2024
Clear
1431794
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: