HomeMy WebLinkAboutDENSITY TESTING -F241078-141990895
98
24.5 99114.5
113.8
114.5 89.8 27.5
89.5 27.2
92.016
96
6 A.5/8.5 Final 1 6
114.0
113.9 88.9
91.1
114.4
113.7 90.2 26.0 97
98
89.6 27.7 96
25.4
4 A.5/6.5 Final
10 B.5/4.5 Final 1 6
6
7 A.5/9.5 Final 1 6
5 A.5/7.5 Final 1 6
114.4 90.5
9 B.5/3.5 Final 1 6
8 A.5/10.5 Final 1
113.7 91.0 24.9
3 A.5/5.5 Final 1 6
2 A.5/4.5 Final 1 6
114.6 91.4
1 A.5/3.5 Final 1 6
11 B.5/5.5 Final 1 6
12 B.5/6.5 Final 1 6
Cloudy
91.7 25.3 98
27.8 95
98
26.4
96
99
97
88.3
28.1
25.1
1419908
Project:121 Commerce Center Addition (Lot 1)Project Number:F241078
Client:GTIS Acquisitions, LLC Service Date:07/05/2024
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:7/26/2024
New York, NY 10019 Weather:
Off Genesis Way and Enchanted Way Technician:Reyes, Ruben
Grapevine, Texas Page Number:1 of 1
Material Information Laboratory Data
13Light Brown and Tan Clay 93.2
Project Specifications
Mat.
No.
Optimum
Moisture
(%)
Max Dry
Weight
(pcf)
Proctor
Report No.
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.Material Description/Classification PI
-2 2 9506L
General Location
Area:Building Pad (A-F/3-11)
100126.3
91.9 24.7
88.8
B.5/8.5 Final 1 6
B.5/7.5 Final 1 6
112.8
28.0 95
15 B.5/9.5
Field Test Data
Test
No.Test Location Lift/
Depth
Mat.
No.
Probe
Depth
(in.)
Wet
Density
(pcf)
Dry
Density
(pcf)
Percent
Moisture
(%)
Percent
Compaction
(%)
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
Serial No:4457 Manufacturer:Instrotek Model:
13
114.6 90.6 26.5 97
(D): 2245 (M):733Standard Count:
113.7
114.9
114.6
14
Remarks:
Final 1 6
Respectfully Submitted,
Ronnie Yeoman
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
Project Manager
UES / Riner Engineering