HomeMy WebLinkAboutDENSITY TESTING -F241078-1439644125.3 110.0 13.9
99
98
104.1 18.0
115.7
115.9 100.0 15.9
101.2
*95
*96
13.4 *100127.3
99
110.0
108.3 12.8
116.8 103.7 12.6 *
*
FG 1 6
111.1 14.0
112.3
12.5 *98123.8
3 200'N x 75'E From SEC of Building Pad FG 1 6
119.3
122.2
122.8
126.7
4 275'N x 75'E From SEC of Building Pad FG 1 6
5 345'N x 75'E From SEC of Building Pad FG 2
12 765'N x 75'E From SEC of Building Pad FG 1
10 645'N x 75'E From SEC of Building Pad FG 2 6
6
9 565'N x 75'E From SEC of Building Pad FG 2 6
6 380'N x 75'E From SEC of Building Pad FG 2 6
7 460'N x 75'E From SEC of Building Pad FG 2 6
8 500'N x 75'E From SEC of Building Pad FG 2 6
6
2 180'N x 75'E From SEC of Building Pad
1439644
3
6
116.8 100.5 16.2
98
111.1 11.4 *99
106.1 12.4 *
100+
14.3
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:08/09/2024
787 Seventh Avenue, 50th Floor Report Date:8/28/2024
Grapevine, Texas Page Number:1 of
Project:121 Commerce Center Addition (Lot 1)Project Number:F241078
Off Genesis Way and Enchanted Way Technician:Eaton, Robert
New York, NY 10019 Weather:Overcast
Work Order Number:
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
1
2 18.0
15.8 112.1 -2 2
105.3
15Brown Clayey Sand
Dark Brown and Brown Sandy Clay 39
Percent
Compaction
(%)
12.9 *100
95
15 765'N x 120'E From SEC of Building Pad
795'N x 120'E From SEC of Building Pad FG 2 6
795'N x 75'E From SEC of Building Pad FG 1 6
98
100+
112.5
1 120'N x 75'E From SEC of Bulding Pad FG 1
General Location
Area:Firelane E of Office/Warehouse
562
Remarks: All field densities that failed to meet minimum specifications were reworked, retested, and passed on the same day prior to techncian leaving the site.
Field Test Data
Test
No.Test Location Lift/
Depth
Mat.
No.
Probe
Depth
(in.)
Wet
Density
(pcf)
Dry
Density
(pcf)
Percent
Moisture
(%)
14
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
Serial No:12039 Manufacturer:Troxler Model:3411B
13
134.1 114.4 17.2 100+
127.0
FG 1
123.8
115.2 103.5 11.3 *
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
11 725'N x 75'E From SEC of Building Pad FG 2 6
Respectfully Submitted,
Standard Count:(D): 1131 (M):
Respectfully Submitted,
Ronnie Yeoman
Project Manager
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
Remarks:
103.9 17.0 99
122.5 105.0 16.7 100
121.6
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
Serial No:12039 Manufacturer:Troxler Model:3411B Standard Count:(D): 1131 (M):562
29 Retest of Test # 6 FG 2 10
30 Retest of Test # 7 FG 2 11
111.9 14.8 100
104.3 16.2 99121.2
128.5
25 135'N x 120'E From SEC of Building Pad FG 2 6
26 Retest of Test # 2 FG 1 7
28 Retest of Test # 5 FG 2 9
27 Retest of Test # 4 FG 1 8
104.1 16.0 99
127.5 110.8 15.1 99
120.8
104.0 16.1 99
113.1 14.2 100+129.2
120.7
21 380'N x 120'E From SEC of Building Pad FG 1 6
22 345'N x 120'E From SEC of Building Pad FG 2 6
24 175'N x 120'E From SEC of Building Pad FG 1 6
23 275'N x 120'E From SEC of Building Pad FG 2 6
111.9 14.1 100
123.7 106.6 16.0 100+
127.7
100
106.0 16.4 100+
100
19 500'N x 120'E From SEC of Building Pad FG 2 6 123.4
16.0
20 460'N x 120'E From SEC of Building Pad FG 1 6
16.4
127.7 112.1 13.9
100+
18 565'N x 120'E From SEC of Building Pad FG 2 6 122.3 105.1
17 645'N x 120'E From SEC of Building Pad FG 2 6 123.2 106.2
16 725'N x 120'E From SEC of Building Pad FG 1 6 127.2 111.2 14.4 99
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:Firelane E of Office/Warehouse
39 18.0 105.3 -2 2 95
Material Description/Classification PI
Brown Clayey Sand 15
2 3
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.
1 2 15.8 112.1 -2 2
Mat.
No.
Proctor
Report No.
Optimum
Moisture
(%)
Max Dry
Weight
(pcf)
95
Dark Brown and Brown Sandy Clay
Material Information Laboratory Data Project Specifications
Project:121 Commerce Center Addition (Lot 1)Project Number:F241078
Off Genesis Way and Enchanted Way Technician:Eaton, Robert
Grapevine, Texas Page Number:2 of 3
Work Order Number:1439644
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:8/28/2024
New York, NY 10019 Weather:Overcast
Client:GTIS Acquisitions, LLC Service Date:08/09/2024
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,
Standard Count:(D): 1131 (M):562
Remarks:
Serial No:12039 Manufacturer:Troxler Model:3411B
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
45
44
43
42
41
40
39
38
37
100
36
35 Retest of Test # 13 FG 1 6 130.6 111.7 16.9
2 6 120.8
99
34 Retest of Test # 12 FG 1 6 128.7 110.5 16.5 99
33 Retest of Test # 11 FG 2 6 122.5 104.7 17.0
103.7 16.5 9832Retest of Test # 10 FG
31 Retest of Test # 8 FG 2 6 122.6 104.9
Field Test Data
Test
No.Test Location Lift/
Depth
Mat.
No.
Probe
Depth
(in.)
Wet
Density
(pcf)
Dry
Density
(pcf)
Percent
Moisture
(%)
Percent
Compaction
(%)
16.9 100
General Location
Area:Firelane E of Office/Warehouse
2 3 Dark Brown and Brown Sandy Clay 39 18.0 105.3 -2 2 95
Max Dry
Weight
(pcf)
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.
1 2 Brown Clayey Sand 15 15.8 112.1
Mat.
No.
Proctor
Report No.Material Description/Classification PI
Optimum
Moisture
(%)
-2 2 95
Material Information Laboratory Data Project Specifications
Off Genesis Way and Enchanted Way Technician:Eaton, Robert
Grapevine, Texas Page Number:3 of 3
Work Order Number:1439644
Project:121 Commerce Center Addition (Lot 1)Project Number:F241078
787 Seventh Avenue, 50th Floor Report Date:8/28/2024
New York, NY 10019 Weather:Overcast
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:08/09/2024