HomeMy WebLinkAbout11/17/2022 - F211334-114124015.3 *
97.6
109.2 98
100+
17.3
98.5 18.3
98
100+
*97
*96
17.8 *95
99.4
94.2 15.9 *
103.6
15.1
3 Waterline Service Behind Building A, Station 0+50 FG 1 6
2 Waterline Service Behind Building A, Station 0+50 FG-1.0 3 6
120.2 103.3
123.9 107.7 15.0
1 Waterline Service Behind Building A, Station 0+50 FG-2.0 3
16.4 *
124.4 108.1
7 Waterline Service Behind Building A, Station 2+75 FG-2.0
6 Waterline Service Behind Building A, Station 2+00 FG 2 6
6
4 Waterline Service Behind Building A, Station 2+00 FG-2.0 1 6
5 Waterline Service Behind Building A, Station 2+00 FG-1.0 1 6
115.0
119.5
8 Waterline Service Behind Building A, Station 2+75 FG-1.0 1 6
9 Waterline Service Behind Building A, Station 2+75 FG 2
1 6
116.5
116.6
6 91.6 15.3 *95
Client:Chicken N Pickle Service Date: 11/17/2022
104 Armour Road Report Date: 11/22/2022
Alpha Testing, LLC
5058 Brush Creek Rd
Fort Worth, TX 76119
www.alphatesting.com
TBPE Firm No. 813
In-Place Nuclear Density
Test Report
Project:Chicken N Pickle Grapevine Project Number: F211334
Off Champagne Boulevard and Merlot Avenue Technician:Kanyamanza, Gachuruzi
North Kansas City, MO 64116 Weather: Clear
Work Order Number: 1141240
Mat.
No.
Optimum
Moisture
(%)
Max Dry
Weight
(pcf)
Proctor
Report No.
31Red and Light Brown Clay with Sand
1
Material Information Laboratory Data Project Specifications
Grapevine, Texas Page Number: 1 of
21.7 102.3 -1 3
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.Material Description/Classification PI
957
-1 3 952
3 15.5 109.5 -1 3 95
2 22.4Dark Brown and Brown Clay with Sand 38
Brown, Light Brown, Gray, and Red Sandy Clay 208
96.4
1
Field Test Data
Test
No.Test Location Lift/
Depth
Mat.
No.
Probe
Depth
(in.)
Wet
Density
(pcf)
Dry
Density
(pcf)
Percent
Moisture
(%)
Percent
Compaction
(%)
General Location
Area:Utilities
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
99
105.6
Standard Count:(D):1167 (M):565
Remarks:
3411BSerial No:12039 Manufacturer:Troxler Model:
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
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
Respectfully Submitted,
Paul Delaney