HomeMy WebLinkAboutDENSITY TESTING -F241078-148773994
94
23.7 93121.1
93
98.2 23.3 93121.1
122.0
121.3
122.2 99.4 22.9
98.1 23.6
93121.0 98.3 23.1
94
122.0
121.5 98.5 23.3
99.5
2 Leaveouts - F/18.5 FG-2.5 1 6
3 Leaveouts - F/18.5 FG-2.0 1 6
4 Leaveouts - F/18.5 FG-1.5 1 6
5 Leaveouts - F/18.5 FG-1.0 1
121.4 98.6 23.1
121.1 97.7 23.9
97.9
12 Leaveouts - E/19 FG-2.0 1
10 Leaveouts - E/19 FG-2.5 1 6
6
9 Leaveouts - D/19 FG-2.5 1 6
6 Leaveouts - C/19 FG-3.0 1 6
7 Leaveouts - D/19 FG-3.0 1 6
8 Leaveouts - E/19 FG-3.0 1 6
6
1487739
1
121.8 98.8 23.3
94
98.7 23.1 94
99.1 23.1
93
22.6
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:10/28/2024
787 Seventh Avenue, 50th Floor Report Date:11/1/2024
Grapevine, Texas Page Number:1 of
Project:121 Commerce Center Addition (Lot 1)Project Number:F241078
Off Genesis Way and Enchanted Way Technician:Syed, Komail
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
39Dark Brown and Brown Sandy Clay 923 96118.0 105.3 4
Percent
Compaction
(%)
23.6 94
94Leaveouts - E/19 FG-1.5 1 6
Leaveouts - D/19 FG-1.5 1 6
94
94
98.5
1 Leaveouts - F/18.5 FG-3.0 1
General Location
Area:Building Pad Leaveouts
747
Remarks:
Field Test Data
Test
No.Test Location Lift/
Depth
Mat.
No.
Probe
Depth
(in.)
Wet
Density
(pcf)
Dry
Density
(pcf)
Percent
Moisture
(%)
14
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
Serial No:4456 Manufacturer:Instrotek Model:
13 121.7
121.5
122.2 99.4 22.9
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
6
11 Leaveouts - D/19 FG-2.0 1 6
Respectfully Submitted,
Standard Count:(D): 2236 (M):