HomeMy WebLinkAboutF211334-101299198.0 27.9 96
105.9
124.2 97.5 27.4
28.6125.5
83.0 27.6
125.5
126.7
97.6
125.9
5 72' S and 97' E from NW Corner of Indoor Court FG-5.0 2 6
4 75' S and 175' E from NW Corner of Indoor Court FG-5.5 2 6
125.3
8 60' N and 20' E from SW Corner of Building
98.5 28.6
98.0 28.1
95
105.5 82.7 27.2
3 70' S and 95' E from NW Corner of Indoor Court FG-5.5 2 6
2 90' S and 130' W from NE Corner of Courtyard SG 1 6
124.6 97.3
1 85' S and 10' W from NE Corner of Courtyard SG 1 6
2 6
10 70' N and 30' E from SW Corner of Building FG-3.5 2 6
6 77' S and 177' E from NW Corner of Indoor Court FG-5.0 2 6
7 5' N and 15' E from SW Corner of Building FG-4.0 2 6
FG-4.0 2 6
96
9 10' N and 20' E from SW Corner of Building FG-3.5 2 6
12 80' N and 35' E from SW Corner of Building FG-3.0 2 6
11 15' N and 25' E from SW Corner of Building FG-3.0
98.1 28.3
126.2
125.4 97.9 28.1 96
96
98.3 28.4 96
27.9 96
97
28.1
97
95
96
96
96
Client:Chicken N Pickle Service Date: 03/08/2022
98.4 27.7 9635' N and 30' E from SW Corner of Building FG-2.5 2 6 125.7
125.0 97.7
Project:Chicken N Pickle Grapevine Project Number: F211334
Off Champagne Boulevard and Merlot Avenue Technician: Sullivan, Maddox
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: 3/10/2022
North Kansas City, MO 64116 Weather: Clear
Work Order Number: 1012991
Grapevine, Texas Page Number: 1 of
9511
5 957
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
97
97
1
3 14.5 108.2 -2 2 95 100
2 21.7
24.0 85.3 3
10
102.1
Dark Brown Clay
Red and Light Brown Sandy Clay 31
Red Sandy Clay 15
28.2
Wet
Density
(pcf)
Dry
Density
(pcf)
Percent
Moisture
(%)
Percent
Compaction
(%)
General Location
Area:Building Pad / Indoor Court / Courtyard
Test
No.Test Location Lift/
Depth
Mat.
No.
Probe
Depth
(in.)
Field Test Data
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
Serial No:10071 Manufacturer:Humboldt Model:H5001 EZ
13
124.7 97.0 28.6
Standard Count:(D):3158 (M):318
95
14 75' N and 15' E from SW Corner of Building
Paul Delaney
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,
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
Remarks:
FG-2.5 2 6
15 20' N and 40' E from SW Corner of Building FG-2.0 2 6
125.4 97.8
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
Respectfully Submitted,
Standard Count:(D):(M):
Remarks:
Serial No:10071 Manufacturer:Humboldt Model:H5001 EZ
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
95
25 130' N 110' E from SW Corner of Building FG-0.87 3 6 116.6 103.1 13.1 95
24 80' N and 75' E from SW Corner of Building FG-0.87 3 6 115.7 102.7 12.7
96
23 40' N and 60' E from SW Corner of Building FG-0.87 3 6 116.7 103.5 12.8 96
22 180' N and 50' E from SW Corner of Building FG-1.0 3 6 117.5 103.6 13.4
95
21 78' N and 95' E from SW Corner of Building FG-1.0 3 6 116.3 103.0 12.9 95
20 35' N and 47' E from SW Corner of Building FG-1.0 3 6 115.4 102.6 12.5
3 6 117.6
95
19 200' N and 65' E from SW Corner of Building FG-1.5 3 6 116.0 102.8 12.8 95
18 80' N and 100' E from SW Corner of Building FG-1.5 3 6 116.8 103.2 13.2
103.7 13.4 961730' N and 45' E from SW Corner of Building FG-1.5
16 85' N and 10' E from SW Corner of Building FG-2.0 2 6 125.4 97.9
Field Test Data
Test
No.Test Location Lift/
Depth
Mat.
No.
Probe
Depth
(in.)
Wet
Density
(pcf)
Dry
Density
(pcf)
Percent
Moisture
(%)
Percent
Compaction
(%)
28.1 96
General Location
Area:Building Pad / Indoor Court / Courtyard
-2 2 95 100
97
3 10 Red Sandy Clay 15 14.5 108.2
2 7 Red and Light Brown Sandy Clay 31 21.7 102.1 5 95
Max Dry
Weight
(pcf)
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.
1 11 Dark Brown Clay 24.0 85.3
Mat.
No.
Proctor
Report No.Material Description/Classification PI
Optimum
Moisture
(%)
3 95 97
Material Information Laboratory Data Project Specifications
Off Champagne Boulevard and Merlot Avenue Technician: Sullivan, Maddox
Grapevine, Texas Page Number:2 of 2
Work Order Number: 1012991
Project:Chicken N Pickle Grapevine Project Number: F211334
104 Armour Road Report Date: 3/10/2022
North Kansas City, MO 64116 Weather: Clear
Alpha Testing, LLC
5058 Brush Creek Rd
Fort Worth, TX 76119
www.alphatesting.com
TBPE Firm No. 813
In-Place Nuclear Density
Test Report
Client:Chicken N Pickle Service Date: 03/08/2022