HomeMy WebLinkAboutMOISTURE DENSITY - F241078-142166397
98
19.8 95120.4
120.8
121.6 104.4 16.5
101.6 18.9
100.516
99
6 Storm Drain Line A- Station 1+40 FG-2.5 1 6
120.5
120.1 102.0
103.1
120.7
119.6 101.9 17.4 97
99
101.1 19.4 96
16.2
4 Storm Drain Line A- Station 1+45 FG-3.0
10 Storm Drain Line A- Station 1+40 FG-1.5 1 6
6
7 Storm Drain Line A- Station 3+50 FG-2.0 1 6
5 Storm Drain Line A- Station 4+00 FG-2.5 1 6
119.6 101.8
9 Storm Drain Line A- Station 4+00 FG-1.5 1 6
8 Storm Drain Line A- Station 1+45 FG-2.0 1
120.2 100.3 20.0
3 Storm Drain Line A- Station 3+50 FG-3.0 1 6
2 Storm Drain Line A- Station 1+40 FG-3.5 1 6
121.4 104.5
1 Storm Drain Line A- Station 4+00 FG-3.5 1 6
11 Storm Drain Line A- Station 3+50 FG-1.0 1 6
12 Storm Drain Line A- Station 1+45 FG-1.0 1 6
Clear
101.3 19.0 96
95
17.5
96
96
97
17.7
16.9
1421663
Project:121 Commerce Center Addition (Lot 1)Project Number:F241078
Client:GTIS Acquisitions, LLC Service Date:7/10/2024
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 1
Material Information Laboratory Data
39Dark Brown and Brown Sandy Clay 105.3
Project Specifications
Mat.
No.
Optimum
Moisture
(%)
Max Dry
Weight
(pcf)
Proctor
Report No.
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.Material Description/Classification PI
-2 2 953
General Location
Area:Utilities/Paving Area
100118.0
101.5 18.6
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:(D): 2242 (M):727Standard Count:
120.5
120.4
Remarks:
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