HomeMy WebLinkAbout04/06/2022 - F211334-1027494 - IN PLACE NUCLEAR DENSITY TEST97.8 29.4 96
126.8
126.9 98.7 28.6
28.6125.0
98.2 29.1
125.3
126.1
97.2
125.0
5 325' S and 87' W from NE Corner of Indoor Court FG-10.0 1 6
4 330' S and 30' W from NE Corner of Indoor Court FG-10.5 1 6
126.6
8 317' S and 88' W from NE Corner of Indoor Court
98.8 27.6
98.0 27.9
97
125.5 97.8 28.3
3 315' S and 90' W from NE Corner of Indoor Court FG-11.0 1 6
2 310' S and 60' W from NE Corner of Indoor Court FG-11.5 1 6
124.4 97.3
1 308' S and 50' W from NE Corner of Indoor Court SG 1 6
1 6
10 335' S and 75' W from NE Corner of Indoor Court FG-7.5 1 6
6 305' S and 15' W from NE Corner of Indoor Court FG-9.5 1 6
7 333' S and 25' W from NE Corner of Indoor Court FG-9.0 1 6
FG-8.5 1 6
9 313' S and 40' W from NE Corner of Indoor Court FG-8.0 1 6
11 328' S and 55' W from NE Corner of Indoor Court FG-7.0
97.6 28.1
126.7 98.2 29.0 96
96
28.5 96
96
27.9
96
95
97
96
95
Client:Chicken N Pickle Service Date: 04/02/2022
126.3 98.3
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: 4/6/2022
North Kansas City, MO 64116 Weather: Clear
Work Order Number: 1027494
Grapevine, Texas Page Number: 1 of
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
97121.7 102.1 531Red and Light Brown Clay with 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):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: