HomeMy WebLinkAbout04/25/2022 - F211334-1035164 - IN PLACE NUCLEAR DENSITY105.5 16.2 96
124.4
122.3 104.9 16.6
17.0124.1
106.4 16.9
123.7
123.1
106.1
124.1
5 Storm Drain Line SD-2B (Junction Box), Station 0+00, Northside FG-1.0 1 6
4 Storm Drain Line SD-2B (Junction Box), Station 0+00, Southside FG-2.0 1 6
122.6
8 Storm Drain Line SD-2B1, Station 0+25
104.3 18.0
105.1 17.7
96
123.4 105.2 17.3
3 Storm Drain Line SD-2B (Junction Box), Station 0+00, Eastside FG-3.0 1 6
2 Storm Drain Line SD-2B (Junction Box), Station 0+00, Westside FG-4.0 1 6
123.2 105.8
1 Storm Drain Line SD-2B (Junction Box), Station 0+00, Northside FG-5.0 1 6
1 6
10 Storm Drain Line SD-2B1, Station 0+25 FG-1.0 1 6
6 Storm Drain Line SD-2B (Junction Box), Station 0+00, Westside FG 1 6
7 Storm Drain Line SD-2B1, Station 0+25 FG-4.0 1 6
FG-3.0 1 6
9 Storm Drain Line SD-2B1, Station 0+25 FG-2.0 1 6
12 Sanitary Sewer Line SS-2 Manhole, Station 1+75.88 North Quadrant FG-2.0 2 6
11 Storm Drain Line SD-2B1, Station 0+25 FG
105.9 17.2
120.2
125.3 106.6 17.5 97
96
95.3 26.1 99
16.8 96
96
16.4
97
96
95
96
97
Client:Chicken N Pickle Service Date: 04/21/2022
94.7 25.3 98Sanitary Sewer Line SS-2, Station 1+75 FG-2.0 2 6 118.7
122.9 105.2
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: 4/25/2022
North Kansas City, MO 64116 Weather: Clear
Work Order Number: 1035164
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
15.9 109.8 0 4
96.4
20Brown, Light Brown, Gray, and Red 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
13
Standard Count:(D):3150 (M):341
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: