HomeMy WebLinkAbout04/14/2022 - F211334-1031452 - IN PLACE NUCLEAR DENSITY TEST93.8 24.8 97
123.3
119.0 94.7 25.7
26.3120.2
105.3 17.1
117.8
118.4
95.2
117.6
5 Storm Drain Line 2, Station 6+00 FG-1.0 2 6
4 Storm Drain Line 2, Station 6+00 FG-1.0 2 6
117.1
8 Storm Drain Line 2, Station 8+00
94.1 25.8
95.2 23.7
98
123.2 104.9 17.4
3 Storm Drain Line 2A FG 2 6
2 Waterline W-1, Station 2+00 FG 1 6
114.3 93.9
1 Waterline W-1, Station 2+00 FG-1.0 1 6
2 6
10 Storm Drain Line 2, Station 8+00 FG-1.0 2 6
6 Storm Drain Line 2, Station 7+00 FG 2 6
7 Storm Drain Line 2, Station 7+00 FG 2 6
FG-3.0 2 6
9 Storm Drain Line 2, Station 8+00 FG-2.0 2 6
11 Storm Drain Line 2, Station 8+00 FG
94.8 24.1
116.5 95.1 22.5 99
98
22.6 98
96
21.7
96
97
98
99
99
Client:Chicken N Pickle Service Date: 04/12/2022
115.6 94.3
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: 4/14/2022
North Kansas City, MO 64116 Weather: Light Drizzle
Work Order Number: 1031452
Grapevine, Texas Page Number: 1 of
958
0 4 952
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
100
100
1
2 22.4
15.5 109.5 0 4
96.4
20Brown, Light Brown, Gray, and Red Sandy Clay
Dark Brown and Brown Clay with Sand 38
Wet
Density
(pcf)
Dry
Density
(pcf)
Percent
Moisture
(%)
Percent
Compaction
(%)
General Location
Area:Utilities
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):3126 (M):343
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: