HomeMy WebLinkAboutMOISTURE DENSITY - Proctorapproval. 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:
Respectfully Submitted,
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
Serial No:2486 Manufacturer:Humboldt Model:5001EZ
13
(D): 2453 (M):464Standard Count:
117.4
114.1
115.3
27.5 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
(%)
91.6 25.9
92.1
D.5/18 FG-11.0 1 6
B.5/18 FG-11.0 1 6
114.8
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
New York, NY 10019 Weather:
Off Genesis Way and Enchanted Way Technician:Torres, Jorge
Grapevine, Texas Page Number:1 of 1
28.7
29.1
1395465
Project:121 Commerce Center Addition (Lot 1)Project Number:F241078
Client:GTIS Acquisitions, LLC Service Date:05/21/2024
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
1 6
Clear
90.5 26.1 92
26.4 93
93
27.2
96
93
95
90.8
11 D.5/18.5 FG-11.0 1 6
12 E.5/18.5 FG-11.0 1 6
114.9 91.5 25.6
3 C.5/18.5 FG-11.5 1 6
2 B.5/18.5 FG-11.5 1 6
113.6 90.6
1 A.5/18.5 FG-11.5 1 6
10 C.5/18.5 FG-11.0 1 6
6 120.1
119.3 92.7
93.0
118.9 93.5
9 B.5/18.5 FG-11.0 1 6
8 A.5/18.5 FG-11.0 1
7 D.5/18 FG-11.5
6 B.5/18 FG-11.5 1
119.1
115.1 90.4 27.3 92
92
93.8 27.0 96
25.4
6
4 D.5/18.5 FG-11.5 1 6
5 E.5/18.5 FG-11.5 1 6
94
95
95
28.2 95119.4
118.0
116.5 91.9 26.8
94.0 25.5
93.1