HomeMy WebLinkAbout03/28/2022 - F211334-1020210 - IN PLACE NUCLEAR DENSITY TEST104.9 21.0 96
125.7
126.5 105.1 20.4
20.0125.3
105.6 19.0
126.4
127.3
104.4
126.9
5 95' S and 90' W from NE Corner of Indoor Court FG-3.0 1 6
4 94' S and 14' W from NE Corner of Indoor Court FG-3.5 1 6
126.9
8 130' S and 40' W from NE Corner of Indoor Court
105.5 20.7
104.3 21.2
96
125.6 105.2 19.4
3 81' S and 116' W from NE Corner of Indoor Court FG-3.5 1 6
2 92' S and 11' W from NE Corner of Indoor Court FG-3.5 1 6
126.1 104.8
1 83' S and 118' W from NE Corner of Indoor Court FG-3.5 1 6
2 6
10 196' S and 100' W from NE Corner of Indoor Court SG 1 6
6 100' S and 24' W from NE Corner of Indoor Court FG-3.0 1 6
7 98' S and 108' W from NE Corner of Indoor Court FG-3.0 1 6
FG-3.0 1 6
95
9 167' S and 35' W from NE Corner of Indoor Court SG 1 6
12 30' S and 15' E from NW Corner of Indoor Court FG-0.87 2 6
11 130' S and 25' E from NW Corner of Indoor Court FG-0.87
106.2 19.5
117.0
116.6 102.5 13.8 95
97
103.9 12.6 96
19.1 97
96
20.3
96
96
96
95
95
Client:Chicken N Pickle Service Date: 03/24/2022
103.6 12.9 9650' S and 60' E from NW Corner of Indoor Court FG-0.87 2 6 117.0
126.8 106.5
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: 3/28/2022
North Kansas City, MO 64116 Weather: Clear
Work Order Number: 1020210
Grapevine, Texas Page Number: 1 of
958
-2 2 9510
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
97
100
1
2 14.5
15.5 109.5 3
108.2
20Brown, Light Brown, Gray, and Red Sandy Clay
Red Sandy Clay (Select Fill)15
13.4
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
13
Standard Count:(D):3174 (M):322
14 120' S and 70' E from NW Corner of Indoor Court
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:
FG-0.87 2 6 116.8 103.0