HomeMy WebLinkAboutMOISTURE DENSITY - F241078-1423919approval. 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:4457 Manufacturer:Instrotek Model:
13
(D): 2253 (M):731Standard Count:
123.2
123.8
122.7
23.1 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
(%)
99.9 22.8
100.1
C/12- South FG-2.5 1 6
C/12- North FG-2.5 1 6
123.7
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 3
1423919
Project:121 Commerce Center Addition (Lot 1)Project Number:F241078
Client:GTIS Acquisitions, LLC Service Date:7/13/2024
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:Clear
99.4 24.5 94
22.0 96
95
23.7
95
95
95
101.4
24.6
22.3
11 B/12- North FG-2.5 1 6
12 B/12- South FG-2.5 1 6
123.7 100.4 23.2
3 B/17- North FG-2.5 1 6
2 B/18- South FG-2.5 1 6
123.6 100.1
1 B/18- North FG-2.5 1 6
124.3 100.5
9 B/14- North FG-2.5 1 6
8 B/15- South FG-2.5 1
4 B/17- South FG-2.5
10 B/14- South FG-2.5 1 6
6
7 B/15- North FG-2.5 1 6
5 B/16- North FG-2.5 1 6
123.8
122.4 97.6 25.4 93
95
99.5 24.4 94
23.5
95
6 B/16- South FG-2.5 1 6
123.9
123.6 99.2
101.3
94
96
22.1 96123.6
123.1
122.6 99.7 23.0
100.2 22.9
101.216
Client:GTIS Acquisitions, LLC Service Date:7/13/2024
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:7/26/2024
New York, NY 10019 Weather:Clear
Work Order Number:1423919
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 3
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
(%)
21.6
15 Storm Drain Line D-1 at Station 2+40 FG-3.5 2 6 117.1 97.9 19.6 98
97
17 Storm Drain Line D-1 at Station 2+40 FG-3.0 2 6 116.7 95.4
16 Storm Drain Line D-1 at Station 2+40 FG-3.5 2 6 117.3 96.5
95.8 22.1 96
22.3 96
9818Storm Drain Line D-1 at Station 2+40 FG-3.0 2 6 116.9 97.0 20.5
117.0
19 Storm Drain Line D-1 at Station 2+40 FG-2.5 2 6 117.0
97
96.3 21.5 97
21 Storm Drain Line D-1 at Station 2+40 FG-2.0 2 6
20 Storm Drain Line D-1 at Station 2+40 FG-2.5 2 6
117.4 96.9 21.2
117.4
23 Storm Drain Line D-1 at Station 2+40 FG-1.5 2 6
22 Storm Drain Line D-1 at Station 2+40 FG-2.0 2 6 98.5 19.2 99
116.2 94.5 23.0 95
25 Storm Drain Line D-1 at Station 2+40 FG-1.0 2 6
24 Storm Drain Line D-1 at Station 2+40 FG-1.5 2 6 95.6 22.5 96
117.7 96.7 21.7 97
117.1
26 Storm Drain Line D-1 at Station 2+40 FG-1.0 2 6 97.1 20.3 98116.8
28 Plumbing A.6/1.8 FG-3.5 1 6
27 Plumbing A.6/1.8 FG-4.0 1 6 97.5 25.6 93
123.0 99.8 23.2 95
122.5
(D): 2253 (M):731
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
Ronnie Yeoman
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
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
Project Manager
UES / Riner Engineering
Respectfully Submitted,
(D): 2253 (M):721
Remarks:
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
Serial No:4457 Manufacturer:Instrotek Model:Standard Count:
24.2 94
96
33 Plumbing A.6/1.8 FG-1.0 1 6 123.2 99.2
32 Plumbing A.6/1.8 FG-1.5 1 6 123.4 100.6 22.7
31 Plumbing A.6/1.8 FG-2.5 1 6 122.6 97.8 25.4 93
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/Building
10025Light Reddish Brown Clay 43 21.1 99.4 -2 2 95
Max Dry
Weight
(pcf)
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.
1 3 Dark Brown and Brown Sandy Clay 39 18.0 105.3
Mat.
No.
Proctor
Report No.Material Description/Classification PI
Optimum
Moisture
(%)
4 92 96
Material Information Laboratory Data Project Specifications
Off Genesis Way and Enchanted Way Technician:Reyes, Ruben
Grapevine, Texas Page Number:3 of 3
Work Order Number:1423919
Project:121 Commerce Center Addition (Lot 1)Project Number:F241078
787 Seventh Avenue, 50th Floor Report Date:7/26/2024
New York, NY 10019 Weather:Clear
5058 Brush Creek Rd
Fort Worth, TX 76119
www.TeamUES.com
TBPELS Firm No. 813
In-Place Nuclear Density
Test Report
Client:GTIS Acquisitions, LLC Service Date:7/13/2024
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
Ronnie Yeoman
14
Remarks:
Respectfully Submitted,
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
Serial No:4457 Manufacturer:Instrotek Model:
13
(D): 2253 (M):731Standard Count:
123.2
123.8
122.7
23.1 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
(%)
99.9 22.8
100.1
C/12- South FG-2.5 1 6
C/12- North FG-2.5 1 6
123.7
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 3
1423919
Project:121 Commerce Center Addition (Lot 1)Project Number:F241078
Client:GTIS Acquisitions, LLC Service Date:7/13/2024
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:Clear
99.4 24.5 94
22.0 96
95
23.7
95
95
95
101.4
24.6
22.3
11 B/12- North FG-2.5 1 6
12 B/12- South FG-2.5 1 6
123.7 100.4 23.2
3 B/17- North FG-2.5 1 6
2 B/18- South FG-2.5 1 6
123.6 100.1
1 B/18- North FG-2.5 1 6
124.3 100.5
9 B/14- North FG-2.5 1 6
8 B/15- South FG-2.5 1
4 B/17- South FG-2.5
10 B/14- South FG-2.5 1 6
6
7 B/15- North FG-2.5 1 6
5 B/16- North FG-2.5 1 6
123.8
122.4 97.6 25.4 93
95
99.5 24.4 94
23.5
95
6 B/16- South FG-2.5 1 6
123.9
123.6 99.2
101.3
94
96
22.1 96123.6
123.1
122.6 99.7 23.0
100.2 22.9
101.216
Client:GTIS Acquisitions, LLC Service Date:7/13/2024
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:7/26/2024
New York, NY 10019 Weather:Clear
Work Order Number:1423919
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 3
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
(%)
21.6
15 Storm Drain Line D-1 at Station 2+40 FG-3.5 2 6 117.1 97.9 19.6 98
97
17 Storm Drain Line D-1 at Station 2+40 FG-3.0 2 6 116.7 95.4
16 Storm Drain Line D-1 at Station 2+40 FG-3.5 2 6 117.3 96.5
95.8 22.1 96
22.3 96
9818Storm Drain Line D-1 at Station 2+40 FG-3.0 2 6 116.9 97.0 20.5
117.0
19 Storm Drain Line D-1 at Station 2+40 FG-2.5 2 6 117.0
97
96.3 21.5 97
21 Storm Drain Line D-1 at Station 2+40 FG-2.0 2 6
20 Storm Drain Line D-1 at Station 2+40 FG-2.5 2 6
117.4 96.9 21.2
117.4
23 Storm Drain Line D-1 at Station 2+40 FG-1.5 2 6
22 Storm Drain Line D-1 at Station 2+40 FG-2.0 2 6 98.5 19.2 99
116.2 94.5 23.0 95
25 Storm Drain Line D-1 at Station 2+40 FG-1.0 2 6
24 Storm Drain Line D-1 at Station 2+40 FG-1.5 2 6 95.6 22.5 96
117.7 96.7 21.7 97
117.1
26 Storm Drain Line D-1 at Station 2+40 FG-1.0 2 6 97.1 20.3 98116.8
28 Plumbing A.6/1.8 FG-3.5 1 6
27 Plumbing A.6/1.8 FG-4.0 1 6 97.5 25.6 93
123.0 99.8 23.2 95
122.5
(D): 2253 (M):731
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
Ronnie Yeoman
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
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
Project Manager
UES / Riner Engineering
Respectfully Submitted,
(D): 2253 (M):721
Remarks:
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
Serial No:4457 Manufacturer:Instrotek Model:Standard Count:
24.2 94
96
33 Plumbing A.6/1.8 FG-1.0 1 6 123.2 99.2
32 Plumbing A.6/1.8 FG-1.5 1 6 123.4 100.6 22.7
31 Plumbing A.6/1.8 FG-2.5 1 6 122.6 97.8 25.4 93
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/Building
10025Light Reddish Brown Clay 43 21.1 99.4 -2 2 95
Max Dry
Weight
(pcf)
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.
1 3 Dark Brown and Brown Sandy Clay 39 18.0 105.3
Mat.
No.
Proctor
Report No.Material Description/Classification PI
Optimum
Moisture
(%)
4 92 96
Material Information Laboratory Data Project Specifications
Off Genesis Way and Enchanted Way Technician:Reyes, Ruben
Grapevine, Texas Page Number:3 of 3
Work Order Number:1423919
Project:121 Commerce Center Addition (Lot 1)Project Number:F241078
787 Seventh Avenue, 50th Floor Report Date:7/26/2024
New York, NY 10019 Weather:Clear
5058 Brush Creek Rd
Fort Worth, TX 76119
www.TeamUES.com
TBPELS Firm No. 813
In-Place Nuclear Density
Test Report
Client:GTIS Acquisitions, LLC Service Date:7/13/2024