HomeMy WebLinkAboutF211334-1024206Our 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
15 170' S and 50' W from NE Corner of Indoor Court FG-6.0 1 6
130.4 104.2
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
130.4 104.3 25.0
Standard Count:(D):3162 (M):332
95
14 207' S and 113' W from NE Corner of Indoor Court 25.1
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
15.5 109.5 320Brown, Light Brown, Gray, and Red Clayey Sand 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
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: 3/31/2022
North Kansas City, MO 64116 Weather: Overcast
Work Order Number: 1024206
Grapevine, Texas Page Number: 1 of
Client:Chicken N Pickle Service Date: 03/29/2022
104.9 25.0 96173' S and 33' W from NE Corner of Indoor Court FG-6.5 1 6 131.1
130.6 104.2
Project:Chicken N Pickle Grapevine Project Number: F211334
Off Champagne Boulevard and Merlot Avenue Technician: Sullivan, Maddox
95
22.8
95
96
97
95
96
96
95
105.2 24.9 96
25.3 95
95
9 155' S and 265' E from NW Corner of Indoor Court FG-7.5 1 6
12 210' S and 115' W from NE Corner of Indoor Court FG-7.0 1 6
11 175' S and 30' W from NE Corner of Indoor Court FG-7.0
104.0 25.0
131.4
131.6 105.6 24.616
10 165' S and 180' E from NW Corner of Indoor Court FG-7.5 1 6
6 170' S and 185' E from NW Corner of Indoor Court FG-8.5 1 6
7 152' S and 267' E from NW Corner of Indoor Court FG-8.0 1 6
FG-8.0 1 6
127.1 103.9 22.3
3 147' S and 283' E from NW Corner of Indoor Court FG-9.0 1 6
2 175' S and190' E from NW Corner of Indoor Court FG-9.5 1 6
129.1 105.1
1 145' S and 285' E from NW Corner of Indoor Court FG-9.5 1 6
128.5
130.3
104.8
130.0
5 150' S and 270' E from NW Corner of Indoor Court FG-8.5 1 6
4 173' S and 187' E from NW Corner of Indoor Court FG-9.0 1 6
128.9
8 168' S and 183' E from NW Corner of Indoor Court
106.2 22.7
104.4 23.1
97
105.5 22.2 96
127.1
129.6 106.3 21.9
22.4128.3
104.2 22.0
Work Order Number: 1024206
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: 3/31/2022
North Kansas City, MO 64116 Weather: Overcast
Client:Chicken N Pickle Service Date: 03/29/2022
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
Brown, Light Brown, Gray, and Red Clayey Sand 20
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.
1 8 15.5 109.5 3
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
(%)
16 210' S and 110' W from NE Corner of Indoor Court FG-6.0 1 6 131.5 104.8 25.5 96
95
18 205' S and 107' W from NE Corner of Indoor Court FG-5.5 1 6 129.7 104.8
17 180' S and 55' W from NE Corner of Indoor Court FG-5.5 1 6 128.7 104.2
19 177' S and 57' W from NE Corner of Indoor Court FG-5.0 1 6 130.8
23.5
20 200' S and 105' W from NE Corner of Indoor Court FG-5.0 1 6
23.8
131.1 105.0 24.9 96
105.2 24.3 96
96
104.6 24.2 96
130.6 105.7 23.6 97
129.9
131.2
130.1
21 175' S and 55' W from NE Corner of Indoor Court FG-4.5 1 6
22 205' S and 95' W from NE Corner of Indoor Court FG-4.5 1 6
24 207' S and 92' W from NE Corner of Indoor Court FG-4.0 1 6
23 172' S and 53' W from NE Corner of Indoor Court FG-4.0 1 6 104.1 25.0 95
105.3 24.6 96
104.5 25.1 95
131.1 104.9 25.0 96
130.7
131.4
131.2
25 176' S and 60' W from NE Corner of Indoor Court FG-3.5 1 6
26 202' S and 85' W from NE Corner of Indoor Court FG-3.5 1 6
28 215' S and 100' W from NE Corner of Indoor Court FG-3.0 1 6
27 190' S and 25' W from NE Corner of Indoor Court FG-3.0 1 6 105.5 24.4 96
105.2 24.9 96
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
Serial No:10071 Manufacturer:Humboldt Model:H5001 EZ Standard Count:(D):3162 (M):322
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