HomeMy WebLinkAboutDENSITY TESTING -F241078-141722195
96
25.9 95119.4
118.2
118.7 93.5 26.9
92.4 27.9
94.816
94
6 E.7/1.5 539.2 1 6
119.4
120.1 94.7
95.3
119.4
118.8 93.3 27.3 94
96
94.6 26.2 95
25.2
4 D.5/1.5 539.2
10 D.5/1.5 539.7 1 6
6
7 A.5/1.5 539.7 1 6
5 E.3/1.5 539.2 1 6
119.9 95.4
9 C.5/1.5 539.7 1 6
8 B.5/1.5 539.7 1
118.8 93.5 27.1
3 C.5/1.5 539.2 1 6
2 B.5/1.5 539.2 1 6
119.8 95.7
1 A.5/1.5 539.2 1 6
11 E.3/1.5 539.7 1 6
12 E.7/1.5 539.7 1 6
Clear
94.7 26.6 95
28.0 93
94
25.7
93
96
96
92.2
26.8
25.3
1417221
Project:121 Commerce Center Addition (Lot 1)Project Number:F241078
Client:GTIS Acquisitions, LLC Service Date:7/3/2024
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:7/19/2024
New York, NY 10019 Weather:
Off Genesis Way and Enchanted Way Technician:Reyes, Ruben
Grapevine, Texas Page Number:1 of 3
105.3
Material Information Laboratory Data
43Light Reddish Brown Clay
Dark Brown and Brown Sandy Clay 39
99.4
Project Specifications
Mat.
No.
Optimum
Moisture
(%)
Max Dry
Weight
(pcf)
Proctor
Report No.
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.Material Description/Classification PI
4 925
-2 2 95
General Location
Area:Building Pad (A-F/1.0-2.0)
96
100218.0
1 21.1
3
95.1 25.5
93.2
B.5/1.5 540.2 1 6
A.5/1.5 540.2 1 6
118.0
27.0 94
15 C.5/1.5
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:
13
120.0 94.9 26.4 95
(D): 2262 (M):728Standard Count:
118.4
119.9
119.4
14
Remarks:
540.2 1 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): 2262 (M):728
Remarks:
Gauge Information Non-compliant results are indicated by an asterisk(*)
if applicable.
Serial No:4457 Manufacturer:Instrotek Model:Standard Count:
103.0 17.3 98
119.9 101.3 18.4 96
120.8
29 Storm Drain Line A at Station 4+50 FG-1.0 2 6
28 Storm Drain Line A at Station 7+25 FG-1.5 2 6
101.7 18.6 97
121.2 104.1 16.4 99
120.6
27 Storm Drain Line A at Station 4+25 FG-1.5 2 6
26 Storm Drain Line B at Station 2+50 FG-1.0 2 6
120.8 103.2 17.1 9825Storm Drain Line B at Station 1+25 FG-1.5 2 6
Utility Backfill/Paving Area
95.7 25.5 96
119.2 94.6 26.0 95
118.5 93.2 27.1
120.1
24 E.7/1.5 540.7 1 6
23 E.3/1.5 540.7 1 6
119.6
20 B.5/1.5 540.7 1 6 120.0
94
95.1 25.8 96
22 D.5/1.5 540.7 1 6
21 C.5/1.5 540.7 1 6
19 A.5/1.5 540.7 1 6 119.7 95.5 25.3
94.9 26.4 95
27.2 94
96
18 E.7/1.5 540.2 1 6 118.8 93.4
17 E.3/1.5 540.2 1 6 118.6 93.0 27.5
16 D.5/1.5 540.2 1 6 120.2 94.9 26.7 95
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
(%)
General Location
Area:Building Pad (A-F/1.0-2.0)
92 96
2 95 100Dark Brown and Brown Sandy Clay 3923 18.0 105.3 -2
Material Description/Classification PI
Light Reddish Brown Clay 43
Material Information Laboratory Data Project Specifications
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.
1 5 21.1 99.4 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 3
787 Seventh Avenue, 50th Floor Report Date:7/19/2024
New York, NY 10019 Weather:Clear
Work Order Number:1417221
Client:GTIS Acquisitions, LLC Service Date:7/3/2024
5058 Brush Creek Rd
Fort Worth, TX 76119
www.TeamUES.com
TBPELS Firm No. 813
In-Place Nuclear Density
Test Report
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:7/3/2024
Work Order Number:1417221
Project:121 Commerce Center Addition (Lot 1)Project Number:F241078
787 Seventh Avenue, 50th Floor Report Date:7/19/2024
New York, NY 10019 Weather:Clear
Material Information Laboratory Data Project Specifications
Off Genesis Way and Enchanted Way Technician:Reyes, Ruben
Grapevine, Texas Page Number:3 of 3
Max Dry
Weight
(pcf)
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.
1 5 Light Reddish Brown Clay 43 21.1 99.4
Mat.
No.
Proctor
Report No.Material Description/Classification PI
Optimum
Moisture
(%)
4 92 96
10023Dark Brown and Brown Sandy Clay 39 18.0 105.3 -2 2 95
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
(%)
30 Storm Drain Line A at Station 7+50 FG-1.0 2 6 121.1 104.2 16.2 99
95
32 Storm Drain Line C at Station 2+50 FG-1.5 2 6 120.0 102.1
31 Storm Drain Line C at Station 5+50 FG-1.5 2 6 120.2 100.3 19.8
34 Storm Drain Line C at Station 1+25 FG-1.0 2 6
17.5 97
33 Storm Drain Line C at Station 4+25 FG-1.0 2 6 119.4
119.8 99.9 19.9 95
100.6 18.7 96
35 Plumbing A.4/11.4 FG-2.0 1 6
Utility Backfill/Building
118.8 93.0 27.7 94
37 Plumbing A.4/11.3 FG-1.5 1 6
36 Plumbing A.4/18.4 FG-2.0 1 6
119.5 95.3 25.4 96
92.1 28.8 93118.6
39 Plumbing A.4/11.4 FG-1.0 1 6
38 Plumbing A.4/18.3 FG-1.5 1 6
118.7 94.0 26.3 95
94.2 26.5 95119.2
40 Plumbing A.4/18.4 FG-1.0 1 6 95.6 25.1 96119.6
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
Serial No:4457 Manufacturer:Instrotek Model:Standard Count:(D): 2262 (M):728
Remarks:
Respectfully Submitted,
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