HomeMy WebLinkAboutF211334-1031453Our 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
Tests 9 and 10 failed, refusal to rework. Tests 11 and 12 were added on top and also failed. Refusing to properly rip, moisture and compact.
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
Serial No:10071 Manufacturer:Humboldt Model:H5001 EZ Standard Count:(D):3136 (M):339
Wet
Density
(pcf)
Dry
Density
(pcf)
Percent
Moisture
(%)
Percent
Compaction
(%)
General Location
Area:Utilities / Courtyard
Test
No.Test Location Lift/
Depth
Mat.
No.
Probe
Depth
(in.)
Field Test Data
15.5 109.5 0 4
10
96.4
20Brown, Light Brown, Gray, and Red Sandy Clay
Dark Brown and Brown Clay with Sand 38
Red Sandy Clay (Select Fill)153 14.5 108.2 -2 2 95 100
2 22.4
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
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: 1031453
Grapevine, Texas Page Number: 1 of
Client:Chicken N Pickle Service Date: 04/13/2022
119.2 110.3
Project:Chicken N Pickle Grapevine Project Number: F211334
Off Champagne Boulevard and Merlot Avenue Technician: Sullivan, Maddox
96
18.3
97
96
96
97
96
83
76
92.3 13.6 85 *
8.1 *100+*9 140' N and 45' W from SE Corner of Courtyard FG-5.5 3 6
12 150' N and 20' W from SE Corner of Courtyard FG-5.0 3 6
11 145' N and 40' W from SE Corner of Courtyard FG-5.0 *
82.7 13.5
104.9
103.5 90.1 14.936
10 160' N and 15' W from SE Corner of Courtyard FG-5.5 3 6
6 Storm Drain Line 2, Station 4+00 FG-2.0 2 6
7 Storm Drain Line 2, Station 4+00 FG-1.0 2 6
FG 2 6
125.0 105.3 18.7
3 Storm Drain Line 2G, Station 0+50 FG-1.0 1 6
2 Storm Drain Line 2G, Station 0+50 FG-2.0 1 6
124.1 104.9
1 Storm Drain Line 2G, Station 0+50 FG-3.0 1 6
114.3
114.4
105.1
*93.9
5 Storm Drain Line 2, Station 4+00 FG-3.0 2 6
4 Storm Drain Line 2G, Station 0+50 FG 1 6
115.2
8 Storm Drain Line 2, Station 4+00
92.9 23.1
93.3 22.5
97
94.1 22.4 98
124.3
114.9 93.6 22.8
17.8123.8
105.7 17.6