HomeMy WebLinkAboutF211334-1016064101.5 22.8 95
124.7
124.1 101.6 22.1
22.4124.1
101.3 23.1
125.9
124.5
101.4
5 135' S and 110' W from NE Corner of Indoor Court FG-9.5 1 6
4 163' S and 12' W from NE Corner of Indoor Court FG-10.0 1 6
124.6
8 158' S and 22' W from NE Corner of Indoor Court
101.8 22.3
102.0 23.4
95
124.0 101.5 22.2
3 132' S and 102' W from NE Corner of Indoor Court FG-10.0 1 6
2 165' S and 10' W from NE Corner of Indoor Court FG-10.5 1 6
124.3 101.9
1 130' S and 100' W from NE Corner of Indoor Court FG-10.5 1 6
6 160' S and 20' W from NE Corner of Indoor Court FG-9.5 1 6
7 137' S and 112' W from NE Corner of Indoor Court FG-9.0 1 6
FG-9.0 1 6
95
22.0
94
95
95
95
95
Client:Chicken N Pickle Service Date: 03/17/2022
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: 3/21/2022
North Kansas City, MO 64116 Weather: Clear
Work Order Number: 1016064
Grapevine, Texas Page Number: 1 of
959
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
97116.1 107.2 324Red, Brown, and Tan Clayey Sand
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):3158 (M):326
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: