HomeMy WebLinkAboutDENSITY TESTING -F241078-139951394
95
26.8 94116.8
118.0
116.3 90.6 28.4
93.3 26.5
92.116
92
6 E.3/16 530.2 1 6
116.8
117.3 92.5
92.7
118.2
115.9 90.3 28.3 92
93
94.1 25.6 96
27.0
4 C.5/16 530.2
10 B.5/16 530.7 1 6
6
7 E.7/16 530.2 1 6
5 D.5/16 530.2 1 6
116.6 91.4
9 A.7/16 530.7 1 6
8 A.3/16 530.7 1
115.1 90.0 27.9
3 B.5/16 530.2 1 6
2 A.7/16 530.2 1 6
115.3 90.8
1 A.3/16 530.2 1 6
11 C.5/16 530.7 1 6
12 D.5/16 530.7 1 6
Clear
92.5 27.0 94
25.9 95
92
27.6
95
94
93
93.0
26.8
26.0
1399513
Project:121 Commerce Center Addition (Lot 1)Project Number:F241078
Client:GTIS Acquisitions, LLC Service Date:05/29/2024
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 2
Material Information Laboratory Data
38Dark Brown Clay with Sand 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
General Location
Area:Building Pad
96121.4
91.9 26.7
94.0
E.7/16 530.7 1 6
E.3/16 530.7 1 6
117.1
25.5 96
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
116.2 91.6 26.9 93
(D): 2262 (M):725Standard Count:
118.0
117.5
116.4
14
Remarks:
531.2 1 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): 2262 (M):725
Remarks:
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
Serial No:4457 Manufacturer:Instrotek Model:Standard Count:
93.9 25.4 96
117.7 93.0 26.6 95
117.8
28 E.7/16 531.7 1 6
27 E.3/16 531.7 1 6
90.4 29.0 92
117.0 91.5 27.9 93
116.6
26 D.5/16 531.7 1 6
25 C.5/16 531.7 1 6
90.9 28.0 93
116.9 91.7 27.5 94
117.3 91.6 28.1
116.4
24 B.5/16 531.7 1 6
23 A.7/16 531.7 1 6
116.7
20 E.3/16 531.2 1 6 116.9
93
90.6 28.8 92
22 A.3/16 531.7 1 6
21 E.7/16 531.2 1 6
19 D.5/16 531.2 1 6 118.4 94.1 25.8
91.2 28.2 93
25.6 96
96
18 C.5/16 531.2 1 6 117.9 93.9
17 B.5/16 531.2 1 6 117.6 93.1 26.3
16 A.7/16 531.2 1 6 117.0 91.8 27.4 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:2 of 2
787 Seventh Avenue, 50th Floor Report Date:6/6/2024
New York, NY 10019 Weather:Clear
Work Order Number:1399513
Client:GTIS Acquisitions, LLC Service Date:05/29/2024
5058 Brush Creek Rd
Fort Worth, TX 76119
www.TeamUES.com
TBPELS Firm No. 813
In-Place Nuclear Density
Test Report