HomeMy WebLinkAboutF211334-1024207105.3 23.6 96
131.2
130.4 106.0 23.0
25.1130.4
105.1 24.8
130.2
131.2
104.2
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5 220' S and 115' W from NE Corner of Indoor Court FG-11.0 1 6
4 253' S and 27' W from NE Corner of Indoor Court FG-11.5 1 6
130.2
8 222' S and 32' W from NE Corner of Indoor Court
105.5 24.4
104.8 24.2
97
130.9 104.5 25.3
3 217' S and 118' W from NE Corner of Indoor Court FG-11.5 1 6
2 255' S and 25' W from NE Corner of Indoor Court SG 1 6
131.1 105.0
1 215' S and 120' W from NE Corner of Indoor Court SG 1 6
10 230' S and 30' W from NE Corner of Indoor Court FG-10.0 1 6
6 250' S and 30' S from NE Corner of Indoor Court FG-11.0 1 6
7 248' S and 113' W from NE Corner of Indoor Court FG-10.5 1 6
FG-10.5 1 6
9 245' S and 110' W from NE Corner of Indoor Court FG-10.0 1 6
105.2 24.7 96
23.9 96
95
24.9
96
96
96
96
95
Client:Chicken N Pickle Service Date: 03/30/2022
130.8 105.6
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
1
104 Armour Road Report Date: 3/31/2022
North Kansas City, MO 64116 Weather: Clear
Work Order Number: 1024207
Grapevine, Texas Page Number: 1 of
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
97115.5 109.5 520Brown, Light Brown, Gray, and Red Sandy Clay
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
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):332
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: