HomeMy WebLinkAbout03/18/2022 - F211334-1016063Our 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-7.5 1 6
15 30' N and 20' W from SE Corner of Moisture Condition Area FG-7.0 1 6
126.0 103.8
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:71253 Manufacturer:Troxler Model:3430P
13
125.9 104.4 20.6
Standard Count:(D):2501 (M):692
95
14 95' N and 30' W from SE Corner of Moisture Condition Area 21.4
Wet
Density
(pcf)
Dry
Density
(pcf)
Percent
Moisture
(%)
Percent
Compaction
(%)
General Location
Area:Courtyard
Test
No.Test Location Lift/
Depth
Mat.
No.
Probe
Depth
(in.)
Field Test Data
97115.5 109.5 520Brown, 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
2
104 Armour Road Report Date: 3/18/2022
North Kansas City, MO 64116 Weather: Clear
Work Order Number: 1016063
Grapevine, Texas Page Number: 1 of
Client:Chicken N Pickle Service Date: 03/16/2022
105.2 20.5 9635' N and 20' W from SE Corner of Moisture Condition Area FG-7.5 1 6 126.8
127.2 105.5
Project:Chicken N Pickle Grapevine Project Number: F211334
Off Champagne Boulevard and Merlot Avenue Technician: Robles, Theo
95
20.5
95
97
96
96
95
95
96
104.6 21.2 96
20.6 96
95
9 25' N and 20' E from SW Corner of Moisture Condition Area FG-10.0 1 6
12 100' N and 30' W from SE Corner of Moisture Condition Area FG-8.0 1 6
11 30' N and 20' W from SE Corner of Moisture Condition Area FG-8.0
105.1 20.8
126.8
125.5 104.0 20.716
10 90' N and 25' E from SW Corner of Moisture Condition Area FG-10.0 1 6
6 90' N and 25' E from SW Corner of Moisture Condition Area FG-11.0 1 6
7 35' N and 20' E from SW Corner of Moisture Condition Area FG-10.5 1 6
FG-10.5 1 6
127.1 104.5 21.6
3 35' N and 20' E from SW Corner of Moisture Condition Area FG-11.5 1 6
2 90' N and 25' E from SW Corner of Moisture Condition Area SG 1 6
127.7 106.0
1 25' N and 20' E from SW Corner of Moisture Condition Area SG 1 6
127.0
126.9
104.4
127.0
5 25' N and 20' E from SW Corner of Moisture Condition Area FG-11.0 1 6
4 80' N and 25' E from SW Corner of Moisture Condition Area FG-11.5 1 6
125.8
8 80' N and 25' E from SW Corner of Moisture Condition Area
105.3 20.5
104.9 21.1
96
104.2 20.7 95
125.4
127.1 105.0 21.0
21.9127.3
104.1 20.5
Work Order Number: 1016063
Alpha Testing, Inc.
5058 Brush Creek Rd
Fort Worth, TX 76119
www.alphatesting.com
TBPE Firm No. 813
In-Place Nuclear Density
Test Report
104 Armour Road Report Date: 3/18/2022
North Kansas City, MO 64116 Weather: Clear
Client:Chicken N Pickle Service Date: 03/16/2022
Material Information Laboratory Data Project Specifications
Project:Chicken N Pickle Grapevine Project Number: F211334
Off Champagne Boulevard and Merlot Avenue Technician: Robles, Theo
Grapevine, Texas Page Number: 2 of 2
Material Description/Classification PI
Brown, Light Brown, Gray and Red Sandy Clay 20
2 10
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.
1 8 15.5 109.5 5
Mat.
No.
Proctor
Report No.
Optimum
Moisture
(%)
Max Dry
Weight
(pcf)
95 97
100Red Sandy Clay 15 14.5 108.2 -1 3 95
General Location
Area:Courtyard
Field Test Data
Test
No.Test Location Lift/
Depth
Mat.
No.
Probe
Depth
(in.)
Wet
Density
(pcf)
Dry
Density
(pcf)
Percent
Moisture
(%)
Percent
Compaction
(%)
16 100' N and 30' W from SE Corner of Moisture Condition Area FG-7.0 1 6 127.1 105.0 21.0 96
17 60' S and 33' W from NE Corner of North Courts FG-2.0 2 6 120.9 105.4
North Indoor Courts
18 60' S and 115' W from NE Corner of North Courts FG-2.0 2 6 120.7
14.7
105.9 14.0 98
97
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
Serial No:71253 Manufacturer:Troxler Model:3430P Standard Count:(D):2501 (M):692
Remarks:
Respectfully Submitted,
Paul Delaney
This report is in general compliance with one or more of the following technical standards: D6938-15
Our 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
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