HomeMy WebLinkAboutMOISTURE DENSITY - F241078-1424300approval. 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
Remarks:
Respectfully Submitted,
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
Serial No:4457 Manufacturer:Instrotek Model:
12
(D): 2251 (M):726Standard Count:
123.8
123.3
123.5
22.9 96
Field Test Data
Test
No.Test Location Lift/
Depth
Mat.
No.
Probe
Depth
(in.)
Wet
Density
(pcf)
Dry
Density
(pcf)
Percent
Moisture
(%)
Percent
Compaction
(%)
99.9 23.6
100.7Plumbing-A.4/4 FG-1.0 1 6
4 923
-2 2 95
General Location
Area:Building Pad Footings
96
100221.1
1 18.0
5
Project Specifications
Mat.
No.
Optimum
Moisture
(%)
Max Dry
Weight
(pcf)
Proctor
Report No.
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.Material Description/Classification PI
99.4
Material Information Laboratory Data
39Dark Brown and Brown Sandy Clay
Light Reddish Brown Clay 43
105.3
Off Genesis Way and Enchanted Way Technician:Reyes, Ruben
Grapevine, Texas Page Number:1 of 2
1424300
Project:121 Commerce Center Addition (Lot 1)Project Number:F241078
Client:GTIS Acquisitions, LLC Service Date:7/18/2024
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:7/31/2024
New York, NY 10019 Weather:Clear
98.9 24.7 94
95
22.3
95
95
96
22.2
24.5
10 Plumbing-A.4/4 FG-1.5 1 6
11 Plumbing-A.4/4 FG-1.0 1 6
123.4 100.2 23.2
3 D/6- North FG-2.5 1 6
2 D/5- South FG-2.5 1 6
122.6 98.6
1 D/5- North FG-2.5 1 6
123.8 101.2
Utility Backfill/Building
8 D/9- South FG-2.5 1
4 D/6- South FG-2.5
9 Plumbing-A.4/4 FG-1.5 1 6
6
7 D/9- North FG-2.5 1 6
5 D/8- North FG-2.5 1 6
122.9
123.8 100.9 22.7 96
94
99.1 24.0 94
24.3
6 D/8- South FG-2.5 1 6
123.5
123.8 101.3
99.2
96
94
23.9 94123.2
122.8 99.6 23.3
99.416
Client:GTIS Acquisitions, LLC Service Date:7/18/2024
5058 Brush Creek Rd
Fort Worth, TX 76119
www.TeamUES.com
TBPELS Firm No. 813
In-Place Nuclear Density
Test Report
787 Seventh Avenue, 50th Floor Report Date:7/31/2024
New York, NY 10019 Weather:Clear
Work Order Number:1424300
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
Material Description/Classification PI
Dark Brown and Brown Sandy Clay 39
Material Information Laboratory Data Project Specifications
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.
1 3 18.0 105.3 4
Mat.
No.
Proctor
Report No.
Optimum
Moisture
(%)
Max Dry
Weight
(pcf)
92 96
2 95 100Light Reddish Brown Clay 4325 21.1 99.4 -2
General Location
Area:Utility Backfill/Paving Area
Field Test Data
Test
No.Test Location Lift/
Depth
Mat.
No.
Probe
Depth
(in.)
Wet
Density
(pcf)
Dry
Density
(pcf)
Percent
Moisture
(%)
Percent
Compaction
(%)
21.3
13 Sanitary Sewer Line S-1 at Station 1+50 FG-6.0 2 6 117.7 98.7 19.2 99
97
15 Sanitary Sewer Line S-1 at Station 1+50 FG-5.0 2 6 116.1 96.0
14 Sanitary Sewer Line S-1 at Station 2+25 FG-5.5 2 6 117.4 96.8
95.5 22.5 96
20.9 97
9816Sanitary Sewer Line S-1 at Station 2+25 FG-4.5 2 6 117.5 97.9 20.0
117.1
17 Sanitary Sewer Line S-1 at Station 1+50 FG-4.0 2 6 117.0
99
96.6 21.2 97
19 Sanitary Sewer Line S-1 at Station 1+50 FG-3.0 2 6
18 Sanitary Sewer Line S-1 at Station 2+25 FG-3.5 2 6
117.0 98.0 19.4
116.8
21 Sanitary Sewer Line S-1 at Station 1+50 FG-2.0 2 6
20 Sanitary Sewer Line S-1 at Station 2+25 FG-2.5 2 6 97.2 20.2 98
117.1 96.3 21.6 97
23 Sanitary Sewer Line S-1 at Station 1+50 FG-1.0 2 6
22 Sanitary Sewer Line S-1 at Station 2+25 FG-1.5 2 6 95.2 22.5 96
117.0 96.8 20.9 97
116.6
(D): 2251 (M):726
Remarks:
Gauge Information Non-compliant results are indicated by an asterisk(*)
if applicable.
Serial No:4457 Manufacturer:Instrotek Model:Standard Count:
Respectfully Submitted,
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