HomeMy WebLinkAboutDENSITY TESTING -F241078-1443751Respectfully Submitted,
Standard Count:(D):2547 (M):
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
Ronnie Yeoman
Project Manager
6
11 200' N and 120' E from SE Corner of Building FG 1 6
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
Serial No:4884 Manufacturer:Instrotek Model:Explorer 2
13
126.0 107.0 17.8 95
120.4
FG 1
118.5
126.7 110.0 15.2
General Location
Area:Paving; East of Building, North and South Third
658
Remarks:
Field Test Data
Test
No.Test Location Lift/
Depth
Mat.
No.
Probe
Depth
(in.)
Wet
Density
(pcf)
Dry
Density
(pcf)
Percent
Moisture
(%)
14
Percent
Compaction
(%)
18.2 97
96
15 SE Approach at Tie-in ; North Half
SE Approach at Tie-in ; South Half FG 1 6
NE Approach at Tie-in ; North Half FG 2 6
98
98
101.9
1 90' S and 100' E from NE Corner of Building FG 2
2 18.0
1 15.8 112.1 -2 2
105.4
15Brown Clayey Sand
Dark Brown and Brown Sandy Clay 29
952
-2 2 953
Project Specifications
Mat.
No.
Optimum
Moisture
(%)
Max Dry
Weight
(pcf)
Proctor
Report No.
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.Material Description/Classification PI
Material Information Laboratory Data
787 Seventh Avenue, 50th Floor Report Date: 8/26/2024
Grapevine, Texas Page Number: 1 of
Project:121 Commerce Center Addition (Lot 1)Project Number: F241078
Off Genesis Way and Enchanted Way Technician: Guerrero, Victor
New York, NY 10019 Weather: Clear
Work Order Number:
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: 08/16/2024
1443751
2
6
125.9 107.2 17.4
97
100.5 17.9 95
109.4 16.2
98
17.4
6
9 100' N and 120' E from SE Corner of Building FG 1 6
6 50' N and 80' E from SE Corner of Building FG 1 6
7 50' N and 120' E from SE Corner of Building FG 1 6
8 100' N and 80' E from SE Corner of Building FG 1 6
6
128.1 109.9 16.6
108.5
12 NE Approach at Tie-in ; South Half FG 2
10 200' N and 80' E from SE Corner of Building FG 1 6
4 200' S and 80' E from NE Corner of Building FG 1 6
5 200' S and 120' E from NE Corner of Building FG 1
2 120' S and 80' E from NE Corner of Building FG 2 6
3 120' S and 120' E from NE Corner of Building FG 1 6
127.1
127.2
127.3 108.6 17.2
110.1 15.5
98126.0 109.3 15.3
97
126.9
130.4 112.2 16.2
108.1
100
96
17.1 97127.1
98
101.5 17.7 96119.5
119.5 102.2 16.9
Work Order Number: 1443751
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: 8/26/2024
New York, NY 10019 Weather: Clear
Client:GTIS Acquisitions, LLC Service Date: 08/16/2024
Material Information Laboratory Data Project Specifications
Project:121 Commerce Center Addition (Lot 1)Project Number: F241078
Off Genesis Way and Enchanted Way Technician: Guerrero, Victor
Grapevine, Texas Page Number: 2 of 2
Material Description/Classification PI
Dark Brown and Brown Sandy Clay 29
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.
2 3 18.0 105.4 -2 2
Mat.
No.
Proctor
Report No.
Optimum
Moisture
(%)
Max Dry
Weight
(pcf)
95
General Location
Area:S.H Frontage Road- Drive 3; NW Approach Fill
Field Test Data
Test
No.Test Location Lift/
Depth
Mat.
No.
Probe
Depth
(in.)
Wet
Density
(pcf)
Dry
Density
(pcf)
Percent
Moisture
(%)
Percent
Compaction
(%)
16 NW Approach; North Half FG-2.0 2 6 121.6 102.5 18.6 97
9817NW Approach; North Half FG-2.0 2 6 122.9 103.3 19.0
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
Serial No:4884 Manufacturer:Instrotek Model:Explorer 2 Standard Count:(D):2547 (M):658
Remarks:
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
Respectfully Submitted,
Ronnie Yeoman
Project Manager