HomeMy WebLinkAboutDENSITY TESTING -F241078-1401159approval. 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:
531.2 1 6
Respectfully Submitted,
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
Serial No:4457 Manufacturer:Instrotek Model:
13
118.3 94.0 25.8 96
(D): 2270 (M):731Standard Count:
117.4
118.1
117.0
28.7 93
15 A.3/11.8
Field Test Data
Test
No.Test Location Lift/
Depth
Mat.
No.
Probe
Depth
(in.)
Wet
Density
(pcf)
Dry
Density
(pcf)
Percent
Moisture
(%)
Percent
Compaction
(%)
91.8 27.5
91.2
E.7/11.8 530.7 1 6
E.3/11.8 530.7 1 6
117.6
4 921
General Location
Area:Building Pad
96121.4
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
38Dark Brown Clay with Sand 98.0
Off Genesis Way and Enchanted Way Technician:Reyes, Ruben
Grapevine, Texas Page Number:1 of 4
1401159
Project:121 Commerce Center Addition (Lot 1)Project Number:F241078
Client:GTIS Acquisitions, LLC Service Date:6/8/2024
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:6/12/2024
New York, NY 10019 Weather:Clear
93.3 26.6 95
25.5 96
94
25.4
94
94
96
93.7
29.9
28.6
11 C.5/11.8 530.7 1 6
12 D.5/11.8 530.7 1 6
117.1 92.6 26.5
3 B.5/11.8 530.2 1 6
2 A.7/11.8 530.2 1 6
117.2 92.0
1 A.3/11.8 530.2 1 6
117.8 93.9
9 A.7/11.8 530.7 1 6
8 A.3/11.8 530.7 1
4 C.5/11.8 530.2
10 B.5/11.8 530.7 1 6
6
7 E.7/11.8 530.2 1 6
5 D.5/11.8 530.2 1 6
117.8
117.9 91.5 28.8 93
94
93.4 26.1 95
27.4
94
6 E.3/11.8 530.2 1 6
117.4
117.7 90.6
91.3
92
93
25.6 96118.1
117.7
117.6 92.3 27.4
92.2 27.7
94.016
Client:GTIS Acquisitions, LLC Service Date:6/8/2024
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:6/12/2024
New York, NY 10019 Weather:Clear
Work Order Number:1401159
Project:121 Commerce Center Addition (Lot 1)Project Number:F241078
Off Genesis Way and Enchanted Way Technician:Reyes, Ruben
Grapevine, Texas Page Number:2 of 4
Material Description/Classification PI
Dark Brown Clay with Sand 38
Material Information Laboratory Data Project Specifications
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.
1 1 21.4 98.0 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
(%)
28.3
16 A.7/11.8 531.2 1 6 118.1 93.2 26.7 95
93
18 C.5/11.8 531.2 1 6 117.8 93.9
17 B.5/11.8 531.2 1 6 117.5 91.6
94.1 25.9 96
25.4 96
9319D.5/11.8 531.2 1 6 116.7 90.8 28.5
117.9
20 E.3/11.8 531.2 1 6 118.5
95
92.5 27.5 94
22 A.3/11.8 531.7 1 6
21 E.7/11.8 531.2 1 6
117.2 92.7 26.4
118.3
24 B.5/11.8 531.7 1 6
23 A.7/11.8 531.7 1 6 94.3 25.5 96
117.3 91.6 28.1 93
26 D.5/11.8 531.7 1 6
25 C.5/11.8 531.7 1 6 91.9 27.7 94
116.8 90.4 29.2 92
117.4
28 E.7/11.8 531.7 1 6
27 E.3/11.8 531.7 1 6 92.5 28.0 94
117.6 92.2 27.6 94
118.4
30 A.7/11.8 532.2 1 6
29 A.3/11.8 532.2 1 6 93.7 26.0 96
118.1 93.1 26.8 95
118.1
(D): 2270 (M):731
Remarks:
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
Serial No:4457 Manufacturer:Instrotek Model: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:6/8/2024
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:6/12/2024
New York, NY 10019 Weather:Clear
Work Order Number:1401159
Project:121 Commerce Center Addition (Lot 1)Project Number:F241078
Off Genesis Way and Enchanted Way Technician:Reyes, Ruben
Grapevine, Texas Page Number:3 of 4
Material Description/Classification PI
Dark Brown Clay with Sand 38
Material Information Laboratory Data Project Specifications
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.
1 1 21.4 98.0 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
(%)
27.5
31 B.5/11.8 532.2 1 6 117.7 91.4 28.8 93
94
33 D.5/11.8 532.2 1 6 117.9 93.3
32 C.5/11.8 532.2 1 6 117.3 92.0
91.8 27.3 94
26.4 95
9634E.3/11.8 532.2 1 6 117.7 93.6 25.7
118.0
35 E.7/11.8 532.2 1 6 116.9
96
92.3 27.8 94
37 A.7/11.8 532.7 1 6
36 A.3/11.8 532.7 1 6
118.2 94.2 25.5
118.2
39 C.5/11.8 532.7 1 6
38 B.5/11.8 532.7 1 6 93.4 26.6 95
117.8 93.8 25.6 96
41 E.3/11.8 532.7 1 6
40 D.5/11.8 532.7 1 6 92.5 27.7 94
117.4 91.3 28.6 93
118.1
43 A.3/11.8 533.2 1 6
42 E.7/11.8 532.7 1 6 93.6 25.8 96
117.7 92.4 27.4 94
117.7
45 B.5/11.8 533.2 1 6
44 A.7/11.8 533.2 1 6 93.5 26.7 95
117.8 93.9 25.5 96
118.5
(D): 2270 (M):731
Remarks:
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
Serial No:4457 Manufacturer:Instrotek Model: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
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,
(D): 2270 (M):731
Remarks:
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
Serial No:4457 Manufacturer:Instrotek Model:Standard Count:
125.2 98.4 27.2 93
99.9 23.3 95123.2
56 E.7/11.8 533.7 2 6
55 E.3/11.8 533.7 2 6
123.0 100.6 22.3 96
100.3 23.5 95123.9
54 D.5/11.8 533.7 2 6
53 C.5/11.8 533.7 2 6
94
52 B.5/11.8 533.7 2 6
51 A.7/11.8 533.7 2 6
122.3 96.5 26.7 92
98.6 24.4 94122.7
50 A.3/11.8 533.7 2 6
28.9 93
49 E.7/11.8 533.2 1 6 117.4
123.7 101.3 22.1 96
91.9 27.7
94
48 E.3/11.8 533.2 1 6 118.1 91.6
47 D.5/11.8 533.2 1 6 117.8 92.5 27.4
46 C.5/11.8 533.2 1 6 118.0 94.0 25.5 96
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:Building Pad
9623Dark Brown and Brown Sandy Clay 39 18.0 105.3 4 92
Max Dry
Weight
(pcf)
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.
1 1 Dark Brown Clay with Sand 38 21.4 98.0
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:Reyes, Ruben
Grapevine, Texas Page Number:4 of 4
Work Order Number:1401159
Project:121 Commerce Center Addition (Lot 1)Project Number:F241078
787 Seventh Avenue, 50th Floor Report Date:6/12/2024
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:6/8/2024