HomeMy WebLinkAboutDENSITY TESTING -F241078-146300495.2 21.0 97115.22Waterline C-2 Station 2+83.89 FG-3.5 1 6
113.2 93.0 21.76
1463004
1
95
5058 Brush Creek Rd
Fort Worth, TX 76119
www.TeamUES.com
TBPELS Firm No. 813
In-Place Nuclear Density
Test Report
Client:GTIS Acquisitions, LLC Service Date:09/19/2024
787 Seventh Avenue, 50th Floor Report Date:9/24/2024
Grapevine, Texas Page Number:1 of
Project:121 Commerce Center Addition (Lot 1)Project Number:F241078
Off Genesis Way and Enchanted Way Technician:Macias, Jose
New York, NY 10019 Weather:Clear
Work Order Number:
Project Specifications
Mat.
No.
Optimum
Moisture
(%)
Max Dry
Weight
(pcf)
Proctor
Report No.
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.Material Description/Classification PI
Material Information Laboratory Data
38Dark Brown Clay with Sand 951121.4 98.0 -2 2
Percent
Compaction
(%)
1 Waterline C-2 Station 2+83.89 FG-4.0 1
General Location
Area:Utilities
477
Remarks:
Field Test Data
Test
No.Test Location Lift/
Depth
Mat.
No.
Probe
Depth
(in.)
Wet
Density
(pcf)
Dry
Density
(pcf)
Percent
Moisture
(%)
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
Serial No:733 Manufacturer:Humboldt Model:5001EZ
UES / Riner 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-010(8/2/2016)
Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies
This report is in general compliance with one or more of the following technical standards: D6938-15
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
Ronnie Yeoman
Project Manager
Respectfully Submitted,
Standard Count:(D): 2011 (M):