HomeMy WebLinkAboutDENSITY TESTING -F241078-148207299
97
19.0 99124.5
95
106.7 16.1 95123.9
123.8
123.2
119.6 100.6 18.9
105.1 17.2
99125.1 104.7 19.5
96
122.0
122.5 104.0 17.8
101.9
2 75' S and 20' E from NE Corner of Building SG 1 6
3 75' S and 30' E from NE Corner of Building SG 1 6
4 75' S and 10' E from NE Corner of Building FG-4.0 2 6
5 75' S and 20' E from NE Corner of Building FG-4.0 2
126.7 111.3 13.8
125.8 106.8 17.8
104.6
12 75' S and 30' E from NE Corner of Building FG-2.0 2
10 75' S and 10' E from NE Corner of Building FG-2.0 2 6
6
9 75' S and 30' E from NE Corner of Building FG-3.0 2 6
6 75' S and 30' E from NE Corner of Building FG-4.0 2 6
7 75' S and 10' E from NE Corner of Building FG-3.0 2 6
8 75' S and 20' E from NE Corner of Building FG-3.0 2 6
6
1482072
2
6
121.2 101.4 19.5
99
104.9 19.3 100
104.4 18.6
100
19.7
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:10/21/2024
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:Lujan, Jacob
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
Dark Brown and Brown Sandy Clay 39
952
-2 2 953
100
100218.0
1 15.8 112.1 -2 2
105.3
Percent
Compaction
(%)
19.8 95
96
15 75' S and 30' E from NE Corner of Building
75' S and 20' E from NE Corner of Building FG-1.0 2 6
75' S and 10' E from NE Corner of Building FG-1.0 2 6
99
99
100.4
1 75' S and 10' E from NE Corner of Building SG 1
General Location
Area:NE Ramp
644
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:33700 Manufacturer:Troxler Model:3430
13
118.6 100.5 18.0 95
120.3
FG-1.0 2
125.1
124.6 103.9 19.9
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 75' S and 20' E from NE Corner of Building FG-2.0 2 6
Respectfully Submitted,
Standard Count:(D): 1723 (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): 1723 (M):644
Remarks:
Serial No:33700 Manufacturer:Troxler Model:3430
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
2 6 119.9
961875' S and 30' E from NE Corner of Building FG 2 6 121.0 101.5 19.2
101.3 18.4 961775' S and 20' E from NE Corner of Building FG
16 75' S and 10' E from NE Corner of Building FG 2 6 120.5 100.4
Field Test Data
Test
No.Test Location Lift/
Depth
Mat.
No.
Probe
Depth
(in.)
Wet
Density
(pcf)
Dry
Density
(pcf)
Percent
Moisture
(%)
Percent
Compaction
(%)
20.0 95
General Location
Area:NE Ramp
10023Dark Brown and Brown Sandy Clay 39 18.0 105.3 -2 2 95
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
(%)
-2 2 95 100
Material Information Laboratory Data Project Specifications
Off Genesis Way and Enchanted Way Technician:Lujan, Jacob
Grapevine, Texas Page Number:2 of 2
Work Order Number:1482072
Project:121 Commerce Center Addition (Lot 1)Project Number:F241078
787 Seventh Avenue, 50th Floor Report Date:11/1/2024
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:10/21/2024