HomeMy WebLinkAboutF211334-1038002Our 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:
FG-1.0 3 6
15 Sanitary Sewer Line SS-2 (Manhole), Station 4+82.13, South Quadrant FG 3 6
124.7 106.3
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
124.3 105.8 17.5
Standard Count:(D):3141 (M):325
96
14 Sanitary Sewer Line SS-2 (Manhole), Station 4+82.13, East Quadrant 17.3
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
100
100
3 16.5 110.3 0 4 95 100
2 22.4
1 15.5 109.5 0 4
1
96.4
20Brown, Light Brown, Gray, and Red Sandy Clay
Dark Brown and Brown Clay with Sand 38
Red and Brown Clayey Sand 33
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
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: 4/29/2022
North Kansas City, MO 64116 Weather: Clear
Work Order Number: 1038002
Grapevine, Texas Page Number: 1 of
Client:Chicken N Pickle Service Date: 04/27/2022
106.6 16.8 97Sanitary Sewer Line SS-2 (Manhole), Station 4+82.13,West Quadrant FG-2.0 3 6 124.5
114.4 93.2
Project:Chicken N Pickle Grapevine Project Number: F211334
Off Champagne Boulevard and Merlot Avenue Technician: Sullivan, Maddox
97
23.9
97
96
96
96
96
97
96
105.5 17.1 96
22.7 97
96
9 Storm Drain Line SD-2G (Inlet), Station 0+96.57, Westside FG-2.0 2 6
12 Sanitary Sewer Line SS-2 (Manhole), Station 4+82.13, North Quadrant FG-3.0 3 6
11 Storm Drain Line SD-2G (Inlet), Station 0+96.57, Southside FG
92.9 23.5
123.5
114.7 93.1 23.226
10 Storm Drain Line SD-2G (Inlet), Station 0+96.57, Eastside FG-1.0 2 6
6 Storm Drain Line SD-2B (Inlet), Station 2+45.63, Southside FG-1.0 1 6
7 Storm Drain Line SD-2B (Inlet), Station 2+45.63, Northside FG 1 6
FG-3.0 2 6
115.5 93.5 23.5
3 Storm Drain Line SD-2 (Inlet), Station 9+26.24, Eastside FG-1.0 2 6
2 Storm Drain Line SD-2 (Inlet), Station 9+26.24, Westside FG-2.0 2 6
114.7 92.6
1 Storm Drain Line SD-2 (Inlet), Station 9+26.24, Northside FG-3.0 2 6
114.1
123.6
92.1
114.7
5 Storm Drain Line SD-2B (Inlet), Station 2+45.63, Eastside FG-2.0 1 6
4 Storm Drain Line SD-2 (Inlet), Station 9+26.24, Southside FG 2 6
124.0
8 Storm Drain Line SD-2G (Inlet), Station 0+96.57, Northside
105.3 17.4
92.8 23.0
96
106.2 16.8 97
114.7
123.8 105.6 17.2
24.1114.3
93.2 23.1