HomeMy WebLinkAboutDENSITY TESTING -F241078-1395467approval. 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-5.5 1 6
Respectfully Submitted,
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
Serial No:2486 Manufacturer:Humboldt Model:5001EZ
13
121.1 98.5 22.9 94
(D): 2436 (M):467Standard Count:
122.5
122.9
123.0
26.5 92
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
(%)
99.6 23.5
96.8
D.5/18 FG-6.0 1 6
B.5/18 FG-6.0 1 6
123.5
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 3
23.6
26.1
1395467
Project:121 Commerce Center Addition (Lot 1)Project Number:F241078
Client:GTIS Acquisitions, LLC Service Date:05/23/2024
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
98.2 25.2 93
22.8 96
93
24.0
94
95
95
100.6
11 D.5/18.5 FG-6.0 1 6
12 E.5/18.5 FG-6.0 1 6
121.5 98.3 23.6
3 C.5/18.5 FG-6.5 1 6
2 B.5/18.5 FG-6.5 1 6
122.3 97.9
1 A.5/18.5 FG-6.5 1 6
10 C.5/18.5 FG-6.0 1 6
6 122.2
123.8 100.2
96.9
124.6 100.5
9 B.5/18.5 FG-6.0 1 6
8 A.5/18.5 FG-6.0 1
7 D.5/18.5 FG-6.5
6 B.5/18 FG-6.5 1
124.0
123.2 99.1 24.3 94
93
99.4 24.7 94
24.9
6
4 D.5/18.5 FG-6.5 1 6
5 E.5/18.5 FG-6.5 1 6
93
95
92
25.5 92121.5
121.9
121.9 97.7 24.8
98.5 23.8
96.8
Client:GTIS Acquisitions, LLC Service Date:05/23/2024
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:Clear
Work Order Number:1395467
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 3
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
(%)
23.0
16 B.5/18.5 FG-5.5 1 6 121.1 96.8 25.1 92
94
18 D.5/18.5 FG-5.5 1 6 120.9 98.0
17 C.5/18.5 FG-5.5 1 6 122.3 99.4
97.3 24.5 92
23.4 93
9219E.5/18.5 FG-5.5 1 6 121.8 96.9 25.7
123.9
20 B.5/18 FG-5.5 1 6 121.1
96
99.4 24.6 94
22 A.5/18.5 FG-5.0 1 6
21 D.5/18 FG-5.5 1 6
127.2 100.9 26.1
122.6
24 C.5/18.5 FG-5.0 1 6
23 B.5/18.5 FG-5.0 1 6 97.0 26.4 92
122.6 98.2 24.8 93
26 E.5/18.5 FG-5.0 1 6
25 D.5/18.5 FG-5.0 1 6 99.5 23.9 94
121.8 99.1 22.9 94
123.3
28 D.5/18 FG-5.0 1 6
27 B.5/18 FG-5.0 1 6 98.2 25.4 93
123.2 100.7 22.3 96
123.1
30 B.5/18.5 FG-4.5 1 6
29 A.5/18.5 FG-4.5 1 6 99.4 22.6 94
121.6 98.8 23.1 94
121.9
(D): 2436 (M):467
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:05/23/2024
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:Clear
Work Order Number:1395467
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 3
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
(%)
24.9
31 C.5/18.5 FG-4.5 1 6 121.6 98.4 23.6 93
93
33 E.5/18.5 FG-4.5 1 6 122.2 99.0
32 D.5/18.5 FG-4.5 1 6 121.8 97.5
99.3 22.8 94
23.4 94
9234B.5/18 FG-4.5 1 6 122.2 96.9 26.1
121.4
35 D.5/18 FG-4.5 1 6 121.9
95
98.7 23.0 94
37 B.5/18.5 FG-4.0 1 6
36 A.5/18.5 FG-4.0 1 6
122.4 100.2 22.2
121.9
39 D.5/18.5 FG-4.0 1 6
38 C.5/18.5 FG-4.0 1 6 96.9 25.8 92
122.0 98.3 24.1 93
41 B.5/18 FG-4.0 1 6
40 E.5/18.5 FG-4.0 1 6 97.9 25.5 93
122.0 96.8 26.0 92
122.9
42 D.5/18 FG-4.0 1 6 98.1 25.3 93122.9
(D): 2436 (M):467
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