HomeMy WebLinkAboutDENSITY TESTING -F241078-139951496
95
26.8 95118.6
118.4
123.6 101.2 22.1
94.2 25.7
93.516
96
6 E.3/16 532.2 1 6
123.5
117.8 93.9
100.5
117.1
117.7 92.3 27.5 94
93
92.0 27.3 94
28.1
4 C.5/16 532.2
10 B.5/16 532.7 2 6
6
7 E.7/16 532.2 1 6
5 D.5/16 532.2 1 6
121.5 96.6
9 A.7/16 532.7 2 6
8 A.3/16 532.7 2
116.9 91.4 27.9
3 B.5/16 532.2 1 6
2 A.7/16 532.2 1 6
116.3 90.8
1 A.3/16 532.2 1 6
11 C.5/16 532.7 2 6
12 D.5/16 532.7 2 6
Light Rain
98.4 25.0 93
25.8 94
93
25.8
96
92
92
99.1
25.5
22.9
1399514
Project:121 Commerce Center Addition (Lot 1)Project Number:F241078
Client:GTIS Acquisitions, LLC Service Date:5/30/2024
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:6/6/2024
New York, NY 10019 Weather:
Off Genesis Way and Enchanted Way Technician:Reyes, Ruben
Grapevine, Texas Page Number:1 of 3
105.3
Material Information Laboratory Data
38Dark Brown Clay with Sand
Dark Brown and Brown Sandy Clay 39
98.0
Project Specifications
Mat.
No.
Optimum
Moisture
(%)
Max Dry
Weight
(pcf)
Proctor
Report No.
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.Material Description/Classification PI
4 921
4 92
General Location
Area:Building Pad
96
96218.0
1 21.4
3
97.2 26.2
99.6
E.7/16 532.7 2 6
E.3/16 532.7 2 6
124.7
22.7 95
15 A.3/16
Field Test Data
Test
No.Test Location Lift/
Depth
Mat.
No.
Probe
Depth
(in.)
Wet
Density
(pcf)
Dry
Density
(pcf)
Percent
Moisture
(%)
Percent
Compaction
(%)
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
Serial No:4457 Manufacturer:Instrotek Model:
13
123.8 98.7 25.4 94
(D): 2277 (M):723Standard Count:
122.2
123.0
122.7
14
Remarks:
533.2 2 6
Respectfully Submitted,
Ronnie Yeoman
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
Project Manager
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
UES / Riner Engineering
Ronnie Yeoman
Project Manager
Respectfully Submitted,
(D): 2277 (M):723
Remarks:
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
Serial No:4457 Manufacturer:Instrotek Model:Standard Count:
92.7 25.9 95
117.8 93.3 26.3 95
116.7
30 A.7/16 534.2 1 6
29 A.3/16 534.2 1 6
98.6 24.1 94
123.1 97.2 26.6 92
122.4
28 E.7/16 533.7 2 6
27 E.3/16 533.7 2 6
99.4 24.8 94
123.5 100.8 22.5 96
124.1
26 D.5/16 533.7 2 6
25 C.5/16 533.7 2 6
100.7 22.3 96
123.7 100.3 23.3 95
122.3 98.0 24.8
123.2
24 B.5/16 533.7 2 6
23 A.7/16 533.7 2 6
122.5
20 E.3/16 533.2 2 6 122.2
93
97.6 25.5 93
22 A.3/16 533.7 2 6
21 E.7/16 533.2 2 6
19 D.5/16 533.2 2 6 123.2 99.7 23.6
97.1 25.9 92
24.5 94
95
18 C.5/16 533.2 2 6 123.5 99.2
17 B.5/16 533.2 2 6 122.8 98.5 24.7
16 A.7/16 533.2 2 6 122.0 96.8 26.0 92
94
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
92 96
92 96Dark Brown and Brown Sandy Clay 3923 18.0 105.3 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)
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 3
787 Seventh Avenue, 50th Floor Report Date:6/6/2024
New York, NY 10019 Weather:Light Rain
Work Order Number:1399514
Client:GTIS Acquisitions, LLC Service Date:5/30/2024
5058 Brush Creek Rd
Fort Worth, TX 76119
www.TeamUES.com
TBPELS Firm No. 813
In-Place Nuclear Density
Test Report
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
Respectfully Submitted,
(D): 2277 (M):723
Remarks:
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
Serial No:4457 Manufacturer:Instrotek Model:Standard Count:
35 E.7/16 534.2 1 6 116.6
34 E.3/16 534.2 1 6 116.6 90.5 28.8
91.1 28.0 93
27.5 94
92
33 D.5/16 534.2 1 6 117.7 92.3
32 C.5/16 534.2 1 6 117.4 93.0 26.2
31 B.5/16 534.2 1 6 116.8 91.9 27.1 94
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:Building Pad
92 96
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)
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 3
787 Seventh Avenue, 50th Floor Report Date:6/6/2024
New York, NY 10019 Weather:Light Rain
Work Order Number:1399514
Client:GTIS Acquisitions, LLC Service Date:5/30/2024
5058 Brush Creek Rd
Fort Worth, TX 76119
www.TeamUES.com
TBPELS Firm No. 813
In-Place Nuclear Density
Test Report