HomeMy WebLinkAboutDENSITY TESTING -F241078-148772997
98
22.0 98118.5
100
96.6 22.0 97117.9
113.2
121.2
116.5 97.1 20.0
98.9 22.5
99119.8 98.3 21.9
98
116.5
115.9 96.6 20.0
97.3
2 20' S and 25' E from NE Corner of Building SG 1 6
3 10' S and 25' E from NE Corner of Building SG 1 6
4 30' S and 25' E from NE Corner of Building FG-4.0 1 6
5 20' S and 25' E from NE Corner of Building FG-4.0 1
115.6 94.6 22.2
121.3 99.1 22.4
97.1
12 5' S and 25' E from NE Corner of Building FG-2.0 1
10 25' S and 25' E from NE Corner of Building FG-2.0 1 6
6
9 5' S and 25' E from NE Corner of Building FG-3.0 1 6
6 10' S and 25' E from NE Corner of Building FG-4.0 1 6
7 25' S and 25' E from NE Corner of Building FG-3.0 1 6
8 15' S and 25' E from NE Corner of Building FG-3.0 1 6
6
1487729
3
6
114.5 95.2 20.3
95
95.3 20.0 96
94.8 19.4
99
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:10/30/2024
787 Seventh Avenue, 50th Floor Report Date:11/11/2024
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
43Light Reddish Brown Clay 955 100121.1 99.4 -2 2
Percent
Compaction
(%)
19.2 100
96
15 5' S and 25' E from NE Corner of Building
15' S and 25' E from NE Corner of Building FG-1.0 1 6
25' S and 25' E from NE Corner of Building FG-1.0 1 6
98
95
99.0
1 30' S and 25' E from NE Corner of Building SG 1
General Location
Area:SE Building Ramp
648
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
117.0 97.1 20.5 98
118.0
FG-1.0 1
114.4
117.2 97.4 20.3
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 15' S and 25' E from NE Corner of Building FG-2.0 1 6
Respectfully Submitted,
Standard Count:(D): 1720 (M):
Respectfully Submitted,
Ronnie Yeoman
Project Manager
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
UES / Riner Engineering
Remarks:
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
Serial No:33700 Manufacturer:Troxler Model:3430 Standard Count:(D): 1720 (M):648
97
20.1
20.0
97
18 5' S and 25' E from NE Corner of Building FG 1 6 115.3 96.1
17 15' S and 25' E from NE Corner of Building FG 1 6 115.9 96.5
16 25' S and 25' E from NE Corner of Building FG 1 6 113.6 94.9 19.7 95
Field Test Data
Test
No.Test Location Lift/
Depth
Mat.
No.
Probe
Depth
(in.)
Wet
Density
(pcf)
Dry
Density
(pcf)
Percent
Moisture
(%)
Percent
Compaction
(%)
General Location
Area:SE Building Ramp
Material Description/Classification PI
Light Reddish Brown Clay 43
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.
1 5 21.1 99.4 -2 2
Mat.
No.
Proctor
Report No.
Optimum
Moisture
(%)
Max Dry
Weight
(pcf)
95 100
Material Information Laboratory Data Project Specifications
Project:121 Commerce Center Addition (Lot 1)Project Number:F241078
Off Genesis Way and Enchanted Way Technician:Lujan, Jacob
Grapevine, Texas Page Number:2 of 3
Work Order Number:1487729
5058 Brush Creek Rd
Fort Worth, TX 76119
www.TeamUES.com
TBPELS Firm No. 813
In-Place Nuclear Density
Test Report
787 Seventh Avenue, 50th Floor Report Date:11/11/2024
New York, NY 10019 Weather:Clear
Client:GTIS Acquisitions, LLC Service Date:10/30/2024
Respectfully Submitted,
Ronnie Yeoman
Project Manager
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
UES / Riner Engineering
Remarks:
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
Serial No:33700 Manufacturer:Troxler Model:3430 Standard Count:(D): 1720 (M):648
97.5 22.1 93
92
22 A.2/18 FG 1 6 119.0
22.0
21.8
94
21 A.2/16 FG 1 6 117.3 96.3
20 A.2/14 FG 1 6 119.9 98.3
19 A.2/12 FG 1 6 118.2 97.1 21.7 93
Field Test Data
Test
No.Test Location Lift/
Depth
Mat.
No.
Probe
Depth
(in.)
Wet
Density
(pcf)
Dry
Density
(pcf)
Percent
Moisture
(%)
Percent
Compaction
(%)
General Location
Area:Leave Outs S Wall Of Building
Material Description/Classification PI
Reddish Brow Sandy Clay 38
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.
1 4 17.5 104.6 4
Mat.
No.
Proctor
Report No.
Optimum
Moisture
(%)
Max Dry
Weight
(pcf)
92 96
Material Information Laboratory Data Project Specifications
Project:121 Commerce Center Addition (Lot 1)Project Number:F241078
Off Genesis Way and Enchanted Way Technician:Lujan, Jacob
Grapevine, Texas Page Number:3 of 3
Work Order Number:1487729
5058 Brush Creek Rd
Fort Worth, TX 76119
www.TeamUES.com
TBPELS Firm No. 813
In-Place Nuclear Density
Test Report
787 Seventh Avenue, 50th Floor Report Date:11/11/2024
New York, NY 10019 Weather:Clear
Client:GTIS Acquisitions, LLC Service Date:10/30/2024