HomeMy WebLinkAbout04/26/2022 - F211334-1037563 - IN PLACE NUCLEAR DENSITY TESTOur 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
13
Standard Count:(D):3142 (M):337
Wet
Density
(pcf)
Dry
Density
(pcf)
Percent
Moisture
(%)
Percent
Compaction
(%)
General Location
Area:Yard / Utilities
Test
No.Test Location Lift/
Depth
Mat.
No.
Probe
Depth
(in.)
Field Test Data
14.5 108.2 -2 2
96.4
15Red Sandy Clay (Select Fill)
Dark Brown and Brown Clay with Sand 382 22.4
9510
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
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: 4/26/2022
North Kansas City, MO 64116 Weather: Partly Cloudy
Work Order Number: 1037563
Grapevine, Texas Page Number: 1 of
Client:Chicken N Pickle Service Date: 04/22/2022
94.1 24.2 98Sanitary Sewer Line SS-2, Station 2+75 FG 2 6 116.9
119.2 94.8
Project:Chicken N Pickle Grapevine Project Number: F211334
Off Champagne Boulevard and Merlot Avenue Technician: Sullivan, Maddox
97
12.9
96
97
98
99
97
98
99
93.7 24.6 97
25.7 989Sanitary Sewer Line SS-2, Station 1+75 FG-1.0 2 6
12 Sanitary Sewer Line SS-2, Station 2+75 FG-1.0 2 6
11 Sanitary Sewer Line SS-2, Station 2+75 FG-2.0
95.1 26.0
116.8
117.1 94.6 23.826
10 Sanitary Sewer Line SS-2, Station 1+75 FG 2 6
6 10' S and 65' E from SW Corner of Building FG-0.67 1 6
7 Sanitary Sewer Line SS-2 Manhole, Station 1+75.88 West Quadrant FG-1.0 2 6
FG 2 6
118.7 104.7 13.4
3 7' S and 18' E from SW Corner of Building FG-1.0 1 6
2 5' S and 50' E from SW Corner of Building FG-1.5 1 6
118.9 105.3
1 5' S and 15' E from SW Corner of Building FG-1.5 1 6
118.7
118.7
104.9
119.8
5 10' S and 25' E from SW Corner of Building FG-0.67 1 6
4 7' S and 60' E from SW Corner of Building FG-1.0 1 6
118.8
8 Sanitary Sewer Line SS-2 Manhole, Station 1+75.88 East Quadrant
94.6 25.5
95.0 24.9
97
105.6 12.5 98
117.7
118.6 105.2 12.7
13.5119.1
104.2 13.0