HomeMy WebLinkAboutDENSITY TESTING -F241078-148998193
93
20.7 94126.9
94
104.9 20.6 94126.5
126.8
126.4
127.0 104.7 21.3
104.2 21.3
93126.4 104.4 21.1
93
126.4
126.7 104.8 20.9
104.4
2 B.5/1 FG-2.5 1 6
3 C.5/1 FG-2.5 1 6
4 E/1 FG-2.5 1 6
5 A.5/1 FG-2.0 1
126.6 104.7 20.9
127.0 105.5 20.4
105.1
12 E/1 FG-1.5 1
10 B.5/1 FG-1.5 1 6
6
9 A.5/1 FG-1.5 1 6
6 B.5/1 FG-2.0 1 6
7 C.5/1 FG-2.0 1 6
8 E/1 FG-2.0 1 6
6
1489981
2
6
127.0 105.5 20.4
93
104.7 21.1 93
104.4 21.5
93
21.1
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:11/08/2024
787 Seventh Avenue, 50th Floor Report Date:11/26/2024
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
15Brown Clayey Sand 922 96115.8 112.1 4
Percent
Compaction
(%)
20.6 94
94
15 C.5/1
B.5/1 FG-1.0 1 6
A.5/1 FG-1.0 1 6
93
93
105.4
1 A.5/1 FG-2.5 1
General Location
Area:Moisture Conditioning - Outside of the Building Pad
752
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
127.1 105.1 20.9 94
127.1
FG-1.0 1
126.8
126.7 104.2 21.6
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 C.5/1 FG-1.5 1 6
Respectfully Submitted,
Standard Count:(D): 2236 (M):
Ronnie Yeoman
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
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
Project Manager
UES / Riner Engineering
Respectfully Submitted,
Standard Count:(D): 2236 (M):752
Remarks:
Serial No:4456 Manufacturer:Instrotek Model:
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
9320E/1 FG-0.5 1 6 126.6 104.2 21.5
1 6 126.7
93
19 C.5/1 FG-0.5 1 6 126.5 104.4 21.2 93
18 B.5/1 FG-0.5 1 6 126.9 104.8 21.1
104.4 21.4 9317A.5/1 FG-0.5
16 E/1 FG-1.0 1 6 126.8 104.9
Field Test Data
Test
No.Test Location Lift/
Depth
Mat.
No.
Probe
Depth
(in.)
Wet
Density
(pcf)
Dry
Density
(pcf)
Percent
Moisture
(%)
Percent
Compaction
(%)
20.9 94
General Location
Area:Moisture Conditioning - 5' Outside of the Building Pad
Max Dry
Weight
(pcf)
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.
1 2 Brown Clayey Sand 15 15.8 112.1
Mat.
No.
Proctor
Report No.Material Description/Classification PI
Optimum
Moisture
(%)
4 92 96
Material Information Laboratory Data Project Specifications
Off Genesis Way and Enchanted Way Technician:Syed, Komail
Grapevine, Texas Page Number:2 of 2
Work Order Number:1489981
Project:121 Commerce Center Addition (Lot 1)Project Number:F241078
787 Seventh Avenue, 50th Floor Report Date:11/26/2024
New York, NY 10019 Weather:Clear
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:11/08/2024