HomeMy WebLinkAboutF211334-1031451Our 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:
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,
Paul Delaney
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
Serial No:10071 Manufacturer:Humboldt Model:H5001 EZ Standard Count:(D):3146 (M):322
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
100115.5 109.5 0 420Brown, Light Brown, Gray, and Red Sandy Clay 958
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
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: Overcast
Work Order Number: 1031451
Grapevine, Texas Page Number: 1 of
Client:Chicken N Pickle Service Date: 04/11/2022
Project:Chicken N Pickle Grapevine Project Number: F211334
Off Champagne Boulevard and Merlot Avenue Technician: Sullivan, Maddox
96
18.4
97
96
97
96
6 Waterline W-1, Station 2+00 FG-3.0 1 6
7 Waterline W-1, Station 2+00 FG-2.0 1 6
123.8 105.8 17.0
3 Waterline W-1, Station 0+50 FG-1.0 1 6
2 Waterline W-1, Station 0+50 FG-2.0 1 6
124.2 104.9
1 Waterline W-1, Station 0+50 FG-3.0 1 6
124.7
105.2
5 Waterline W-1, Station 2+00 FG-4.0 1 6
4 Waterline W-1, Station 0+50 FG 1 6
124.1
106.7 16.9
96
105.6 17.5 96
124.8
123.2 105.1 17.2
18.2124.3
106.3 17.4