HomeMy WebLinkAbout04/01/2022 - F211334-1024208 - IN PLACE NUCLEAR DENSITY TESTOur 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-6.5 1 6
15 198' S and 105' W from NE Corner of Indoor Court FG-6.0 1 6
128.4 99.3
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,
Paul Delaney
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
Serial No:10071 Manufacturer:Humboldt Model:H5001 EZ
13
127.7 98.6 29.5
Standard Count:(D):3174 (M):341
97
14 182' S and 27' W from NE Corner of Indoor Court 29.3
Wet
Density
(pcf)
Dry
Density
(pcf)
Percent
Moisture
(%)
Percent
Compaction
(%)
General Location
Area:Indoor Court
Test
No.Test Location Lift/
Depth
Mat.
No.
Probe
Depth
(in.)
Field Test Data
21.7 102.1 531Red and Light Brown Clay with Sand 957
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
971
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: 4/1/2022
North Kansas City, MO 64116 Weather: Clear
Work Order Number: 1024208
Grapevine, Texas Page Number: 1 of
Client:Chicken N Pickle Service Date: 03/31/2022
98.9 28.6 97200' S and 108' W from NE Corner of Indoor Court FG-6.5 1 6 127.2
124.2 97.7
Project:Chicken N Pickle Grapevine Project Number: F211334
Off Champagne Boulevard and Merlot Avenue Technician: Sullivan, Maddox
95
29.6
95
97
97
97
96
96
95
98.5 28.4 96
27.1 96
97
9 205' and 113' W from NE Corner of Indoor Court FG-7.5 1 6
12 180' S and 25' W from NE Corner of Indoor Court FG-7.0 1 6
11 203' S and 110' W from NE Corner of Indoor Court FG-7.0
97.4 27.7
126.5
125.5 98.1 27.916
10 178' S and 20' W from NE Corner of Indoor Court FG-7.5 1 6
6 174' S and 15' W from NE Corner of Indoor Court FG-8.5 1 6
7 210' S and 117' W from NE Corner of Indoor Court FG-8.0 1 6
FG-8.0 1 6
124.6 97.3 28.1
3 214' S and 121' W from NE Corner of Indoor Court FG-9.0 1 6
2 171' S and 10' W from NE Corner of Indoor Court FG-9.5 1 6
127.9 98.7
1 215' S and 120' W from NE Corner of Indoor Court FG-9.5 1 6
127.6
127.1
98.1
124.4
5 212' S and 119' W from NE Corner of Indoor Court FG-8.5 1 6
4 172' S and 12' W from NE Corner of Indoor Court FG-9.0 1 6
125.9
8 176' S and 17' W from NE Corner of Indoor Court
98.8 28.6
99.0 28.9
95
98.2 28.2 96
123.9
124.5 97.4 27.8
29.3126.8
97.0 27.7
Work Order Number: 1024208
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: 4/1/2022
North Kansas City, MO 64116 Weather: Clear
Client:Chicken N Pickle Service Date: 03/31/2022
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
Material Description/Classification PI
Red and Light Brown Clay with Sand 31
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.
1 7 21.7 102.1 5
Mat.
No.
Proctor
Report No.
Optimum
Moisture
(%)
Max Dry
Weight
(pcf)
95 97
General Location
Area:Indoor Court
Field Test Data
Test
No.Test Location Lift/
Depth
Mat.
No.
Probe
Depth
(in.)
Wet
Density
(pcf)
Dry
Density
(pcf)
Percent
Moisture
(%)
Percent
Compaction
(%)
16 180' S and 30' W from NE Corner of Indoor Court FG-6.0 1 6 127.2 98.6 29.0 97
95
18 178' S and 33' W from NE Corner of Indoor Court FG-5.5 1 6 125.3 97.8
17 196' S and 100' W from NE Corner of Indoor Court FG-5.5 1 6 123.5 97.3
19 194' S and 98' W from NE Corner of Indoor Court FG-5.0 1 6 126.2
26.9
20 176' S and 37' W from NE Corner of Indoor Court FG-4.5 1 6
28.1
124.0 97.3 27.4 95
98.2 28.5 96
96
97.0 27.7 95
126.6 98.6 28.4 97
123.9
122.8
126.3
21 191' S and 95' W from NE Corner of Indoor Court FG-4.5 1 6
22 175' S and 40' W from NE Corner of Indoor Court FG-4.0 1 6
24 177' S and 43' W from NE Corner of Indoor Court FG-3.5 1 6
23 200' S and 90' W from NE Corner of Indoor Court FG-4.0 1 6 98.2 28.6 96
96.9 26.7 95
97.1 27.2 95
126.9 98.5 28.8 96
123.5
127.8
25 201' S and 94' W from NE Corner of Indoor Court FG-3.5 1 6
26 172' S and 50' W from NE Corner of Indoor Court FG-3.0 1 6
27 186' S and 80 W from NE Corner of Indoor Court FG-3.0 1 6 99.1 29.0 97
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
Serial No:10071 Manufacturer:Humboldt Model:H5001 EZ Standard Count:(D):3174 (M):341
Remarks:
Respectfully Submitted,
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