HomeMy WebLinkAbout04/15/2022 - F211334-1031454 - 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:
FG 3 6 127.4 106.6
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
Select Fill worked, but not ready
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
Serial No:10071 Manufacturer:Humboldt Model:H5001 EZ
13
Standard Count:(D):3174 (M):322
14 Waterline 1, Station 3+50 19.5
Wet
Density
(pcf)
Dry
Density
(pcf)
Percent
Moisture
(%)
Percent
Compaction
(%)
General Location
Area:Courtyard / Utilities
Test
No.Test Location Lift/
Depth
Mat.
No.
Probe
Depth
(in.)
Field Test Data
14.5 108.2 -2 2
8
112.4
14Red Sandy Clay (Select Fill)
Reddish Brown, Tan, and Gray Sandy Clay 24
Brown, Light Brown, Gray, and Red Sandy Clay 203 15.5 109.5 0 4 95 100
2 14.7
9510
0 4 955
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: 4/15/2022
North Kansas City, MO 64116 Weather: Clear
Work Order Number: 1031454
Grapevine, Texas Page Number: 1 of
Client:Chicken N Pickle Service Date: 04/14/2022
106.9 18.5 98Waterline 1, Station 3+50 FG-1.0 3 6 126.7
126.2 105.9
Project:Chicken N Pickle Grapevine Project Number: F211334
Off Champagne Boulevard and Merlot Avenue Technician: Sullivan, Maddox
95
16.4
95
95
96
97
95
97
97
105.3 19.4 96
19.2 97
97
9 Waterline 1, Station 3+50 FG-5.0 3 6
12 Waterline 1, Station 3+50 FG-2.0 3 6
11 Waterline 1, Station 3+50 FG-3.0
106.2 20.4
125.7
126.4 106.5 18.736
10 Waterline 1, Station 3+50 FG-4.0 3 6
6 Waterline 2, Station 0+50 FG-2.0 2 6
7 Waterline 2, Station 0+50 FG-1.0 2 6
FG 2 6
119.9 102.9 16.5
3 140' N and 45' W from SE Corner of Courtyard (Retest of Test 11 from date 4/13/2022)FG-5.0 1 6
2 140' N and 45' W from SE Corner of Courtyard (Retest of Test 10 from date 4/13/2022)FG-5.5 1 6
119.9 103.0
1 140' N and 45' W from SE Corner of Courtyard (Retest of Test 9 from date 4/13/2022)FG-5.5 1 6
128.8
126.8
102.6
127.9
5 Waterline 2, Station 0+50 FG-3.0 2 6
4 140' N and 45' W from SE Corner of Courtyard (Retest of Test 12 from date 4/13/2022)FG-5.0 1 6
127.4
8 Waterline 2, Station 0+50
107.9 17.5
108.5 18.7
96
108.1 17.9 96
119.1
123.7 107.4 15.2
16.5119.5
102.7 16.0