HomeMy WebLinkAboutDENSITY TESTING -F241078-140828795
93
25.7 96117.9
118.6
122.9 98.1 25.3
93.5 26.8
93.816
93
6 E.7/9.0 537.7 1 6
122.0
123.6 100.2
97.5
118.2
117.6 92.4 27.3 94
95
94.1 25.6 96
26.4
4 D.5/9.0 537.7
10 D.5/9.0 538.2 2 6
6
7 A.5/9.0 538.2 2 6
5 E.3/9.0 537.7 1 6
122.8 97.8
9 C.5/9.0 538.2 2 6
8 B.5/9.0 538.2 2
117.3 91.5 28.2
3 C.5/9.0 537.7 1 6
2 B.5/9.0 537.7 1 6
117.8 93.2
1 A.5/9.0 537.7 1 6
11 E.3/9.0 538.2 2 6
12 E.7/9.0 538.2 2 6
Clear
100.3 23.7 95
22.4 96
93
25.6
95
94
93
101.1
23.4
25.1
1408287
Project:121 Commerce Center Addition (Lot 1)Project Number:F241078
Client:GTIS Acquisitions, LLC Service Date:6/15/2024
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:6/21/2024
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
99.4 24.2
99.5
B.5/9.0 538.7 2 6
A.5/9.0 538.7 2 6
123.7
24.5 94
15 C.5/9.0
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
123.8 100.4 23.3 95
(D): 2282 (M):732Standard Count:
123.9
124.1
123.5
14
Remarks:Test results on this report meet project specifications.
538.7 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): 2282 (M):732
Remarks:
Gauge Information Non-compliant results are indicated by an asterisk(*)
if applicable.
Serial No:4457 Manufacturer:Instrotek Model:Standard Count:
93.4 26.1 95
116.2 91.3 27.3 93
117.8
30 E.7/9.0 539.7 1 6
29 E.3/9.0 539.7 1 6
91.1 27.5 93
116.3 92.0 26.4 94
116.2
28 D.5/9.0 539.7 1 6
27 C.5/9.0 539.7 1 6
93.5 26.0 95
116.9 92.2 26.8 94
117.8
26 B.5/9.0 539.7 1 6
25 A.5/9.0 539.7 1 6
93.3 26.6 95
118.0 94.0 25.5 96
118.2 92.7 27.5
118.1
24 E.7/9.0 539.2 1 6
23 E.3/9.0 539.2 1 6
117.7
20 B.5/9.0 539.2 1 6 118.0
95
93.1 26.4 95
22 D.5/9.0 539.2 1 6
21 C.5/9.0 539.2 1 6
19 A.5/9.0 539.2 1 6 116.5 91.0 28.0
91.7 28.7 94
24.8 94
93
18 E.7/9.0 538.7 2 6 124.2 99.5
17 E.3/9.0 538.7 2 6 123.0 98.9 24.4
16 D.5/9.0 538.7 2 6 123.3 100.8 22.3 96
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:6/21/2024
New York, NY 10019 Weather:Clear
Work Order Number:1408287
Client:GTIS Acquisitions, LLC Service Date:6/15/2024
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): 2282 (M):732
Remarks:
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
Serial No:4457 Manufacturer:Instrotek Model:Standard Count:
101.4 22.1 96123.842E.7/9.0 540.7 2 6
99.1 24.5 94
123.9 101.2 22.4 96
123.4
41 E.3/9.0 540.7 2 6
40 D.5/9.0 540.7 2 6
100.9 22.2 96
123.6 100.2 23.4 95
123.0 97.9 25.6
123.3
39 C.5/9.0 540.7 2 6
38 B.5/9.0 540.7 2 6
122.3
35 E.3/9.0 540.2 2 6 123.1
93
96.6 26.6 92
37 A.5/9.0 540.7 2 6
36 E.7/9.0 540.2 2 6
34 D.5/9.0 540.2 2 6 122.9 100.7 22.0
98.1 25.5 93
24.6 94
96
33 C.5/9.0 540.2 2 6 123.6 99.2
32 B.5/9.0 540.2 2 6 122.9 98.8 24.4
31 A.5/9.0 540.2 2 6 123.1 99.0 24.3 94
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:3 of 3
787 Seventh Avenue, 50th Floor Report Date:6/21/2024
New York, NY 10019 Weather:Clear
Work Order Number:1408287
Client:GTIS Acquisitions, LLC Service Date:6/15/2024
5058 Brush Creek Rd
Fort Worth, TX 76119
www.TeamUES.com
TBPELS Firm No. 813
In-Place Nuclear Density
Test Report