HomeMy WebLinkAboutMOISTURE DENSITY - F241078-142057896
97
26.3 97114.7
115.1
114.7 91.9 24.8
91.8 25.4
90.816
99
6 C.5/7.5 Final 1 6
114.7
114.3 89.5
90.6
113.8
114.6 92.0 24.6 99
97
88.9 28.0 95
26.8
4 C.5/5.5 Final
10 D.5/3.5 Final 1 6
6
7 C.5/8.5 Final 1 6
5 C.5/6.5 Final 1 6
112.7 88.4
9 C.5/10.5 Final 1 6
8 C.5/9.5 Final 1
113.7 88.7 28.2
3 C.5/4.5 Final 1 6
2 C.5/3.5 Final 1 6
114.1 90.0
1 B.5/10.5 Final 1 6
11 D.5/4.5 Final 1 6
12 D.5/5.5 Final 1 6
Partly Cloudy
91.7 25.3 98
24.6 99
95
27.5
98
96
95
92.0
27.7
26.6
1420578
Project:121 Commerce Center Addition (Lot 1)Project Number:F241078
Client:GTIS Acquisitions, LLC Service Date:7/8/2024
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:7/26/2024
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
13Light Brown and Tan Clay 93.2
Project Specifications
Mat.
No.
Optimum
Moisture
(%)
Max Dry
Weight
(pcf)
Proctor
Report No.
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.Material Description/Classification PI
-2 2 9506L
General Location
Area:Building Pad (A-F/3-11)
100126.3
89.6 27.8
92.2
D.5/7.5 Final 1 6
D.5/6.5 Final 1 6
114.6
24.3 99
15 D.5/8.5
Field Test Data
Test
No.Test Location Lift/
Depth
Mat.
No.
Probe
Depth
(in.)
Wet
Density
(pcf)
Dry
Density
(pcf)
Percent
Moisture
(%)
Percent
Compaction
(%)
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
Serial No:4457 Manufacturer:Instrotek Model:
13
114.4 90.7 26.1 97
(D): 2260 (M):730Standard Count:
114.6
114.9
114.5
14
Remarks:
Final 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): 2260 (M):730
Remarks:
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
Serial No:4457 Manufacturer:Instrotek Model:Standard Count:
89.3 26.7 96
114.1 90.7 25.8 97
113.1
27 Plumbing A.4/18.4 Final 1 6
26 Plumbing A.4/11.4 Final 1 6
90.4 26.5 97114.425E.5/10.5 Final 1 6
91.5 25.3 98
113.4 88.6 28.0 95
113.3 89.5 26.6
114.6
24 E.5/9.5 Final 1 6
23 E.5/8.5 Final 1 6
114.9
20 E.5/5.5 Final 1 6 114.8
96
92.1 24.8 99
22 E.5/7.5 Final 1 6
21 E.5/6.5 Final 1 6
19 E.5/4.5 Final 1 6 113.3 89.3 26.9
92.3 24.4 99
26.4 97
96
18 E.5/3.5 Final 1 6 114.4 90.5
17 D.5/10.5 Final 1 6 113.6 88.7 28.1
16 D.5/9.5 Final 1 6 114.7 91.6 25.2 98
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 (A-F/3-11)
95 100
Material Description/Classification PI
Light Brown and Tan Clay 13
Material Information Laboratory Data Project Specifications
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.
1 06L 26.3 93.2 -2 2
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:7/26/2024
New York, NY 10019 Weather:Partly Cloudy
Work Order Number:1420578
Client:GTIS Acquisitions, LLC Service Date:7/8/2024
5058 Brush Creek Rd
Fort Worth, TX 76119
www.TeamUES.com
TBPELS Firm No. 813
In-Place Nuclear Density
Test Report