HomeMy WebLinkAboutDENSITY TESTING -F241078-1395466approval. 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
Ronnie Yeoman
14
Remarks:
FG-9.5 1 6
Respectfully Submitted,
FG-9.5 Non-compliant results are indicated by an asterisk(*) if
applicable.
Serial No:2486 Manufacturer:Humboldt Model:5001EZ
13
122.9 100.7 22.0 96
(D): 2437 (M):455Standard Count:
123.9
121.6
121.9
26.2 93
15 A.5/18.5
Field Test Data
Test
No.Test Location Lift/
Depth
Mat.
No.
Probe
Depth
(in.)
Wet
Density
(pcf)
Dry
Density
(pcf)
Percent
Moisture
(%)
Percent
Compaction
(%)
99.7 22.3
98.2
D.5/18 FG-10.0 1 6
B.5/18 FG-10.0 1 6
123.0
4 923
General Location
Area:Building Pad
96118.0
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 105.3
New York, NY 10019 Weather:
Off Genesis Way and Enchanted Way Technician:Torres, Jorge
Grapevine, Texas Page Number:1 of 4
23.8
25.4
1395466
Project:121 Commerce Center Addition (Lot 1)Project Number:F241078
Client:GTIS Acquisitions, LLC Service Date:05/22/2024
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:5/29/2024
1 6
Clear
97.3 25.0 92
23.7 94
92
24.1
95
95
92
99.4
11 D.5/18.5 FG-10.0 1 6
12 E.5/18.5 FG-10.0 1 6
121.3 97.2 24.8
3 C.5/18.5 FG-10.5 1 6
2 B.5/18.5 FG-10.5 1 6
122.8 99.1
1 A.5/18.5 FG-10.5 1 6
10 C.5/18.5 FG-10.0 1 6
6 122.6
123.2 99.5
97.8
120.5 97.1
9 B.5/18.5 FG-10.0 1 6
8 A.5/18.5 FG-10.0 1
7 D.5/18 FG-10.5
6 B.5/18 FG-10.5 1
121.2
120.3 96.9 24.2 92
94
96.8 25.2 92
23.9
6
4 D.5/18.5 FG-10.5 1 6
5 E.5/18.5 FG-10.5 1 6
93
94
93
25.6 93123.3
122.7
122.4 98.0 24.9
100.1 22.6
98.2
Client:GTIS Acquisitions, LLC Service Date:05/22/2024
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:5/29/2024
New York, NY 10019 Weather:Cloudy
Work Order Number:1395466
Project:121 Commerce Center Addition (Lot 1)Project Number:F241078
Off Genesis Way and Enchanted Way Technician:Torres, Jorge
Grapevine, Texas Page Number:2 of 4
Material Description/Classification PI
Dark Brown and Brown Sandy Clay 39
Material Information Laboratory Data Project Specifications
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.
1 3 18.0 105.3 4
Mat.
No.
Proctor
Report No.
Optimum
Moisture
(%)
Max Dry
Weight
(pcf)
92 96
General Location
Area:Building Pad
Field Test Data
Test
No.Test Location Lift/
Depth
Mat.
No.
Probe
Depth
(in.)
Wet
Density
(pcf)
Dry
Density
(pcf)
Percent
Moisture
(%)
Percent
Compaction
(%)
25.1
16 B.5/18.5 FG-9.5 1 6 122.7 98.3 24.8 93
92
18 D.5/18.5 FG-9.5 1 6 123.3 99.4
17 C.5/18.5 FG-9.5 1 6 121.2 96.9
98.6 23.5 94
24.0 94
9319E.5/18.5 FG-9.5 1 6 121.6 97.5 24.7
122.6
20 B.5/18 FG-9.5 1 6 121.8
92
99.8 22.8 95
22 A.5/18.5 FG-9.0 1 6
21 D.5/18 FG-9.5 1 6
122.0 97.1 25.6
123.7
24 C.5/18.5 FG-9.0 1 6
23 B.5/18.5 FG-9.0 1 6 99.5 24.3 94
123.3 100.5 22.7 95
26 E.5/18.5 FG-9.0 1 6
25 D.5/18.5 FG-9.0 1 6 98.2 25.8 93
122.4 99.6 22.9 95
123.5
28 D.5/18 FG-9.0 1 6
27 B.5/18 FG-9.0 1 6 100.3 22.2 95
122.5 99.0 23.7 94
122.6
30 B.5/18.5 FG-8.5 1 6
29 A.5/18.5 FG-8.5 1 6 97.3 27.0 92
121.3 98.5 23.1 94
123.6
(D): 2437 (M):455
Remarks:
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
Serial No:2486 Manufacturer:Humboldt Model:5001EZ Standard Count:
Respectfully Submitted,
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
Ronnie Yeoman
Project Manager
Client:GTIS Acquisitions, LLC Service Date:05/22/2024
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:5/29/2024
New York, NY 10019 Weather:Cloudy
Work Order Number:1395466
Project:121 Commerce Center Addition (Lot 1)Project Number:F241078
Off Genesis Way and Enchanted Way Technician:Torres, Jorge
Grapevine, Texas Page Number:3 of 4
Material Description/Classification PI
Dark Brown and Brown Sandy Clay 39
Material Information Laboratory Data Project Specifications
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.
1 3 18.0 105.3 4
Mat.
No.
Proctor
Report No.
Optimum
Moisture
(%)
Max Dry
Weight
(pcf)
92 96
General Location
Area:Building Pad
Field Test Data
Test
No.Test Location Lift/
Depth
Mat.
No.
Probe
Depth
(in.)
Wet
Density
(pcf)
Dry
Density
(pcf)
Percent
Moisture
(%)
Percent
Compaction
(%)
23.5
31 C.5/18.5 FG-8.5 1 6 120.7 97.5 23.8 93
94
33 E.5/18.5 FG-8.5 1 6 121.1 98.3
32 D.5/18.5 FG-8.5 1 6 122.5 99.2
96.9 25.9 92
23.2 93
9634B.5/18 FG-8.5 1 6 123.2 100.6 22.5
122.2
35 D.5/18 FG-8.5 1 6 122.0
92
98.0 24.7 93
37 B.5/18.5 FG-8.0 1 6
36 A.5/18.5 FG-8.0 1 6
122.4 97.1 26.1
122.3
39 D.5/18.5 FG-8.0 1 6
38 C.5/18.5 FG-8.0 1 6 99.4 23.0 94
120.8 97.9 23.4 93
41 B.5/18 FG-8.0 1 6
40 E.5/18.5 FG-8.0 1 6 96.8 26.3 92
123.1 100.3 22.7 95
122.3
43 A.5/18.5 FG-7.5 1 6
42 D.5/18 FG-8.0 1 6 99.4 24.8 94
123.6 97.2 27.2 92
124.1
45 C.5/18.5 FG-7.5 1 6
44 B.5/18.5 FG-7.5 1 6 99.5 23.6 94
122.4 98.9 23.8 94
123.0
(D): 2437 (M):455
Remarks:
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
Serial No:2486 Manufacturer:Humboldt Model:5001EZ Standard Count:
Respectfully Submitted,
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
Ronnie Yeoman
Project Manager
Client:GTIS Acquisitions, LLC Service Date:05/22/2024
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:5/29/2024
New York, NY 10019 Weather:Cloudy
Work Order Number:1395466
Project:121 Commerce Center Addition (Lot 1)Project Number:F241078
Off Genesis Way and Enchanted Way Technician:Torres, Jorge
Grapevine, Texas Page Number:4 of 4
Material Description/Classification PI
Dark Brown and Brown Sandy Clay 39
Material Information Laboratory Data Project Specifications
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.
1 3 18.0 105.3 4
Mat.
No.
Proctor
Report No.
Optimum
Moisture
(%)
Max Dry
Weight
(pcf)
92 96
General Location
Area:Building Pad
Field Test Data
Test
No.Test Location Lift/
Depth
Mat.
No.
Probe
Depth
(in.)
Wet
Density
(pcf)
Dry
Density
(pcf)
Percent
Moisture
(%)
Percent
Compaction
(%)
24.3
46 D.5/18.5 FG-7.5 1 6 122.3 97.3 25.7 92
93
48 B.5/18 FG-7.5 1 6 123.6 100.2
47 E.5/18.5 FG-7.5 1 6 121.8 98.0
98.5 23.8 94
23.4 95
9449D.5/18 FG-7.5 1 6 123.5 99.5 24.1
123.3
50 A.5/18.5 FG-7.0 1 6 121.9
94
97.2 26.9 92
52 C.5/18.5 FG-7.0 1 6
51 B.5/18.5 FG-7.0 1 6
123.2 99.3 24.1
123.4
54 E.5/18.5 FG-7.0 1 6
53 D.5/18.5 FG-7.0 1 6 99.9 23.5 95
123.7 100.8 22.7 96
56 D.5/18 FG-7.0 1 6
55 B.5/18 FG-7.0 1 6 97.2 26.3 92
122.2 98.6 23.9 94
122.8
(D): 2437 (M):455
Remarks:
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
Serial No:2486 Manufacturer:Humboldt Model:5001EZ Standard Count:
Respectfully Submitted,
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
Ronnie Yeoman
Project Manager