HomeMy WebLinkAboutDENSITY TESTING -F241078-1516761UES / 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
5001EZ
Ronnie Yeoman
Project Manager
Respectfully Submitted,
(D):409Standard Count:Serial No:9941 Manufacturer:Humboldt Model:
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
Remarks:
Field Test Data
Test
No.Test Location Lift/
Depth
Mat.
No.
Probe
Depth
(in.)
Wet
Density
(pcf)
Dry
Density
(pcf)
Percent
Moisture
(%)
Percent
Compaction
(%)
(M):2857
General Location
Material Description/Classification PI
43LIGHT REDDISH BROWN CLAY -2 2 95
Area:RETAINING WALL
100121.1 99.4
1516761
1
Material Information Laboratory Data Project Specifications
Mat.
No.
Optimum
Moisture
(%)
Max Dry
Weight
(pcf)
Proctor
Report No.
Grapevine, Texas Page Number:1 of
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.
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:12/18/2024
787 Seventh Avenue, 50th Floor Report Date:12/26/2024
New York, NY 10019 Weather:Clear
97
Project:121 Commerce Center Addition (Lot 1)Project Number:F241078
Off Genesis Way and Enchanted Way Technician:Mitchell, Ebony
Work Order Number:
96.9
1 SE Corner of Building 10' N FG-3.0 1 6
1 6
115.9 96.4 22.2
3 SE Corner of Building 10' N FG-2.0 1 6
2 SE Corner of Building 40' N FG-3.0 1 6
116.9 96.6
4 SE Corner of Building 40' N FG-2.0
116.8
97
97.2 21.9 98
22.4
21.7 97116.6