HomeMy WebLinkAboutDENSITY TESTING -F241078-1399090approval. 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
Project Manager
UES / Riner Engineering
Ronnie Yeoman
Remarks:Test results on this report meet project specification.
Respectfully Submitted,
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
Serial No:10071 Manufacturer:Humboldt Model:H5001 EZ (D): 2998 (M):337Standard Count:
Field Test Data
Test
No.Test Location Lift/
Depth
Mat.
No.
Probe
Depth
(in.)
Wet
Density
(pcf)
Dry
Density
(pcf)
Percent
Moisture
(%)
Percent
Compaction
(%)
4 921
General Location
Area:Building Pad
96121.0
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 98.0
Off Genesis Way and Enchanted Way Technician:Byusa, Jean Joel
Grapevine, Texas Page Number:1 of 1
1399090
Project:121 Commerce Center Addition (Lot 1)Project Number:F241078
Client:GTIS Acquisitions, LLC Service Date:05/25/2024
5058 Brush Creek Rd
Fort Worth, TX 76119
www.TeamUES.com
TBPELS Firm No. 813
In-Place Nuclear Density
Test Report
Work Order Number:
787 Seventh Avenue, 50th Floor Report Date:6/3/2024
New York, NY 10019 Weather:Clear
96
96
25.7
25.2
117.7 94.1 25.1
3 10' S and 25' E from NW Corner of Office Building FG-3.0 1 6
2 10' S and 40' E from NW Corner of Office Building FG-3.0 1 6
118.5 93.9
1 10' S and 55' E from NW Corner of Office Building FG-3.0 1 6
8 30' S and 10' E from NW Corner of Office Building FG-4.0 1
4 10' S and 10' E from NW Corner of Office Building FG-3.0
6
7 30' S and 25' E from NW Corner of Office Building FG-4.0 1 6
5 30' S and 55' E from NW Corner of Office Building FG-4.0 1 6
118.4
119.1 94.5 26.0 96
96
94.5 25.3 96
26.2
6 30' S and 40' E from NW Corner of Office Building FG-4.0 1 6
117.3
118.3 94.1
93.7
96
96
25.4 95117.1
118.0 93.9 25.7
93.416