HomeMy WebLinkAboutDENSITY TESTING -F241078-142430197
96
22.6 96123.9
116.5
116.7 95.9 21.7
94.7 23.0
101.116
96
5 Sanitary Sewer Line S-2 at Station 1+75 FG-6.5 2 6
115.7
116.4 96.6
95.2
123.0
95
98.6 24.7 94
23.5
4 D/11- South FG-2.5
9 Sanitary Sewer Line S-2 at Station 1+75 FG-4.5 2 6
6
6 Sanitary Sewer Line S-2 at Station 2+75 FG-6.0 2 6
Utility Backfill/Paving Area
117.2 98.0
8 Sanitary Sewer Line S-2 at Station 2+75 FG-5.0 2 6
7 Sanitary Sewer Line S-2 at Station 1+75 FG-5.5 2
123.1 100.6 22.4
3 D/11- North FG-2.5 1 6
2 D/10- South FG-2.5 1 6
123.1 99.7
1 D/10- North FG-2.5 1 6
10 Sanitary Sewer Line S-2 at Station 2+75 FG-4.0 2 6
11 Sanitary Sewer Line S-2 at Station 1+75 FG-3.5 2 6
Clear
95.1 21.3 96
22.0 96
96
19.6
95
97
99
95.3
20.5
21.5
1424301
Project:121 Commerce Center Addition (Lot 1)Project Number:F241078
Client:GTIS Acquisitions, LLC Service Date:7/19/2024
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:
Off Genesis Way and Enchanted Way Technician:Reyes, Ruben
Grapevine, Texas Page Number:1 of 2
99.4
Material Information Laboratory Data
39Dark Brown and Brown Sandy Clay
Light Reddish Brown Clay 43
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
4 923
-2 2 95
General Location
Area:Building Pad Footings
96
100221.1
1 18.0
5
96.7 20.6
94.8
Sanitary Sewer Line S-2 at Station 1+75 FG-2.5 2 6
Sanitary Sewer Line S-2 at Station 2+75 FG-3.0 2 6
116.3
22.9 95
14 Sanitary Sewer Line S-2 at Station 2+75
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:
12
118.4 98.8 19.8 99
(D): 2266 (M):733Standard Count:
116.5
115.4
116.6
13
Remarks:
FG-2.0 2 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): 2266 (M):733
Remarks:
Gauge Information Non-compliant results are indicated by an asterisk(*)
if applicable.
Serial No:4457 Manufacturer:Instrotek Model:Standard Count:
16 Sanitary Sewer Line S-2 at Station 2+75 FG-1.0 2 6 116.8 95.3 22.6
15 Sanitary Sewer Line S-2 at Station 1+75 FG-1.5 2 6 117.1 96.4 21.5 97
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
(%)
General Location
Area:Utility Backfill/Paving Area
92 96
2 95 100Light Reddish Brown Clay 4325 21.1 99.4 -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)
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:7/31/2024
New York, NY 10019 Weather:Clear
Work Order Number:1424301
Client:GTIS Acquisitions, LLC Service Date:7/19/2024
5058 Brush Creek Rd
Fort Worth, TX 76119
www.TeamUES.com
TBPELS Firm No. 813
In-Place Nuclear Density
Test Report
97
96
22.6 96123.9
116.5
116.7 95.9 21.7
94.7 23.0
101.116
96
5 Sanitary Sewer Line S-2 at Station 1+75 FG-6.5 2 6
115.7
116.4 96.6
95.2
123.0
95
98.6 24.7 94
23.5
4 D/11- South FG-2.5
9 Sanitary Sewer Line S-2 at Station 1+75 FG-4.5 2 6
6
6 Sanitary Sewer Line S-2 at Station 2+75 FG-6.0 2 6
Utility Backfill/Paving Area
117.2 98.0
8 Sanitary Sewer Line S-2 at Station 2+75 FG-5.0 2 6
7 Sanitary Sewer Line S-2 at Station 1+75 FG-5.5 2
123.1 100.6 22.4
3 D/11- North FG-2.5 1 6
2 D/10- South FG-2.5 1 6
123.1 99.7
1 D/10- North FG-2.5 1 6
10 Sanitary Sewer Line S-2 at Station 2+75 FG-4.0 2 6
11 Sanitary Sewer Line S-2 at Station 1+75 FG-3.5 2 6
Clear
95.1 21.3 96
22.0 96
96
19.6
95
97
99
95.3
20.5
21.5
1424301
Project:121 Commerce Center Addition (Lot 1)Project Number:F241078
Client:GTIS Acquisitions, LLC Service Date:7/19/2024
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:
Off Genesis Way and Enchanted Way Technician:Reyes, Ruben
Grapevine, Texas Page Number:1 of 2
99.4
Material Information Laboratory Data
39Dark Brown and Brown Sandy Clay
Light Reddish Brown Clay 43
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
4 923
-2 2 95
General Location
Area:Building Pad Footings
96
100221.1
1 18.0
5
96.7 20.6
94.8
Sanitary Sewer Line S-2 at Station 1+75 FG-2.5 2 6
Sanitary Sewer Line S-2 at Station 2+75 FG-3.0 2 6
116.3
22.9 95
14 Sanitary Sewer Line S-2 at Station 2+75
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:
12
118.4 98.8 19.8 99
(D): 2266 (M):733Standard Count:
116.5
115.4
116.6
13
Remarks:
FG-2.0 2 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): 2266 (M):733
Remarks:
Gauge Information Non-compliant results are indicated by an asterisk(*)
if applicable.
Serial No:4457 Manufacturer:Instrotek Model:Standard Count:
16 Sanitary Sewer Line S-2 at Station 2+75 FG-1.0 2 6 116.8 95.3 22.6
15 Sanitary Sewer Line S-2 at Station 1+75 FG-1.5 2 6 117.1 96.4 21.5 97
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
(%)
General Location
Area:Utility Backfill/Paving Area
92 96
2 95 100Light Reddish Brown Clay 4325 21.1 99.4 -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)
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:7/31/2024
New York, NY 10019 Weather:Clear
Work Order Number:1424301
Client:GTIS Acquisitions, LLC Service Date:7/19/2024
5058 Brush Creek Rd
Fort Worth, TX 76119
www.TeamUES.com
TBPELS Firm No. 813
In-Place Nuclear Density
Test Report