HomeMy WebLinkAbout04/19/2022 - F211334-1035161 - IN PLACE NUCLEAR DENSITY TEST104.8 13.4 97
118.8
119.2 105.7 12.8
13.0118.1
105.6 12.5
120.3
121.3
104.5
119.3
5 28' N and 74' W from SE Corner of Courtyard FG-2.0 1 6
4 23' N and 88' W from SE Corner of Courtyard FG-2.5 1 6
118.8
8 165' N and 85' W from SE Corner of Courtyard
106.0 14.4
105.6 13.9
98
119.8 106.2 12.8
3 30' N and 75' W from SE Corner of Courtyard FG-3.5 1 6
2 25' N and 80' W from SE Corner of Courtyard FG-4.0 1 6
117.8 104.1
1 20' N and 75' W from SE Corner of Courtyard FG-4.5 1 6
1 6
10 180' N and 90' W from SE Corner of Courtyard FG-3.0 1 6
6 35' N and 85' W from SE Corner of Courtyard FG-1.67 1 6
7 160' N and 80' W from SE Corner of Courtyard FG-4.5 1 6
FG-4.0 1 6
97
9 170' N and 82' W from SE Corner of Courtyard FG-3.5 1 6
12 185' N and 93' W from SE Corner of Courtyard FG-2.0 1 6
11 190' N and 95' W from SE Corner of Courtyard FG-2.5
105.1 13.5
118.5
119.6 104.7 14.2 97
97
104.0 13.9 96
12.8 98
98
13.2
98
96
98
98
97
Client:Chicken N Pickle Service Date: 04/18/2022
104.9 13.3 97192' N and 80' W from SE Corner of Courtyard FG-1.67 1 6 118.9
119.8 106.2
Project:Chicken N Pickle Grapevine Project Number: F211334
Off Champagne Boulevard and Merlot Avenue Technician: Sullivan, Maddox
Alpha Testing, LLC
5058 Brush Creek Rd
Fort Worth, TX 76119
www.alphatesting.com
TBPE Firm No. 813
In-Place Nuclear Density
Test Report
2
104 Armour Road Report Date: 4/19/2022
North Kansas City, MO 64116 Weather: Clear
Work Order Number: 1035161
Grapevine, Texas Page Number: 1 of
9510
0 4 958
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
100
100
1
2 15.5
14.5 108.2 -2 2
109.5
15Red Sandy Clay (Select Fill)
Brown, Light Brown, Gray, and Red Sandy Clay 20
12.7
Wet
Density
(pcf)
Dry
Density
(pcf)
Percent
Moisture
(%)
Percent
Compaction
(%)
General Location
Area:Courtyard / Utilities
Test
No.Test Location Lift/
Depth
Mat.
No.
Probe
Depth
(in.)
Field Test Data
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
Serial No:10071 Manufacturer:Humboldt Model:H5001 EZ
13
125.0 106.3 17.6
Standard Count:(D):3168 (M):316
97
14 144' S and 105 E from NW Corner of Courtyard
Paul Delaney
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)
Geotechnical Engineering | Construction Materials Testing | Environmental Engineering
This report is in general compliance with one or more of the following technical standards: D6938-15
Respectfully Submitted,
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 ALPHA. The use of our name and test results must receive our written
Remarks:
FG-1.67 1 6
15 Sanitary Sewer Line 2, Station 1+50 FG-3.0 2 6
118.4 105.1
Paul Delaney
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 ALPHA. 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)
Geotechnical Engineering | Construction Materials Testing | Environmental Engineering
Respectfully Submitted,
SEE OTHER REPORT FOR TIME
Remarks:
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
Serial No:10071 Manufacturer:Humboldt Model:H5001 EZ Standard Count:(D):3168 (M):316
105.4 18.3 96
106.0 18.5 97125.6
124.7
21 Sanitary Sewer Line 2, Station 3+00 FG-1.0 2 6
22 Sanitary Sewer Line 2, Station 3+00 FG 2 6
24 Sanitary Sewer Line 2, Station 4+50 FG 2 6
23 Sanitary Sewer Line 2, Station 4+50 FG-1.0 2 6
104.3 18.6 95
124.7 105.8 17.9 97
123.7
96
105.6 16.9 96
97
19 Sanitary Sewer Line 2, Station 3+00 FG-3.0 2 6 123.4
17.2
20 Sanitary Sewer Line 2, Station 3+00 FG-2.0 2 6
17.5
123.3 105.1 17.3
97
18 Sanitary Sewer Line 2, Station 1+50 FG 2 6 124.7 106.1
17 Sanitary Sewer Line 2, Station 1+50 FG-1.0 2 6 125.1 106.7
16 Sanitary Sewer Line 2, Station 1+50 FG-2.0 2 6 124.3 105.2 18.2 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:Utilities
20 15.5 109.5 0 4 95
Material Description/Classification PI
Red Sandy Clay (Select Fill)15
2 8
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.
1 10 14.5 108.2 -2 2
Mat.
No.
Proctor
Report No.
Optimum
Moisture
(%)
Max Dry
Weight
(pcf)
95 100
100Brown, Light Brown, Gray, and Red Sandy Clay
Material Information Laboratory Data Project Specifications
Project:Chicken N Pickle Grapevine Project Number: F211334
Off Champagne Boulevard and Merlot Avenue Technician: Sullivan, Maddox
Grapevine, Texas Page Number: 2 of 2
Work Order Number: 1035161
Alpha Testing, Inc.
5058 Brush Creek Rd
Fort Worth, TX 76119
www.alphatesting.com
TBPE Firm No. 813
In-Place Nuclear Density
Test Report
104 Armour Road Report Date: 4/19/2022
North Kansas City, MO 64116 Weather: Clear
Client:Chicken N Pickle Service Date: 04/18/2022