HomeMy WebLinkAbout03/18/2022 - F211334-1016062Our 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 1 6
15 128' S and 68' E from NW Corner of Indoor Court FG-2.5 1 6
117.3 103.8
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:10071 Manufacturer:Humboldt Model:H5001 EZ
13
118.2 104.2 13.4
Standard Count:(D):3174 (M):322
96
14 47' S and 74' E from NW Corner of Indoor Court 13.0
Wet
Density
(pcf)
Dry
Density
(pcf)
Percent
Moisture
(%)
Percent
Compaction
(%)
General Location
Area:Indoor Court
Test
No.Test Location Lift/
Depth
Mat.
No.
Probe
Depth
(in.)
Field Test Data
14.5 108.2 -2 215Red Sandy Clay (Select Fill)9510
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
1001
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: Partly Cloudy
Work Order Number: 1016062
Grapevine, Texas Page Number: 1 of
Client:Chicken N Pickle Service Date: 03/15/2022
104.0 12.7 96120' S and 78' E from NW Corner of Indoor Court FG-2.5 1 6 117.2
116.9 102.8
Project:Chicken N Pickle Grapevine Project Number: F211334
Off Champagne Boulevard and Merlot Avenue Technician: Sullivan, Maddox
95
13.9
95
95
96
95
95
95
95
103.7 13.6 96
13.7 95
96
9 125' S and 80' E from NW Corner of Indoor Court FG-3.0 1 6
12 43' and 35' E from NW Corner of Indoor Court FG-3.0 1 6
11 130' S and 72' E from NW Corner of Indoor Court FG-3.0
103.3 13.3
117.8
117.2 102.9 13.916
10 45' S and 80' E from NW Corner of Indoor Court FG-3.0 1 6
6 32' S and 77' E from NW Corner of Indoor Court FG-3.5 1 6
7 135' S and 37' E from NW Corner of Indoor Court FG-3.5 1 6
FG-3.5 1 6
117.1 102.3 14.5
3 137' S and 25' E from NW Corner of Indoor Court FG-4.0 1 6
2 30' S and 75' E from NW Corner of Indoor Court FG-4.0 1 6
117.3 103.0
1 120' S and 70' E from NW Corner of Indoor Court FG-4.0 1 6
117.7
119.5
103.2
117.0
5 122' S and 72' E from NW Corner of Indoor Court FG-3.5 1 6
4 50' S and 30' E from NW Corner of Indoor Court FG-4.0 1 6
120.2
8 48' S and 30' E from NW Corner of Indoor Court
103.6 15.3
103.1 14.2
96
104.5 15.0 97
117.9
118.9 104.0 14.3
14.0117.6
102.7 14.8
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):3174 (M):322
Remarks:
Serial No:10071 Manufacturer:Humboldt Model:H5001 EZ
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
97540' S and 80' E from NW Corner of Indoor Court FG-2.0 1 6 118.0 104.6 12.8
1 6 117.1
97
4 134' S and 81' E from NW Corner of Indoor Court FG-2.0 1 6 117.3 103.5 13.3 96
3 50' S and 78' E from NW Corner of Indoor Court FG-2.0 1 6 118.9 105.3 12.9
103.2 13.5 952124' S and 72' E from NW Corner of Indoor Court FG-2.0
1 43' S and 72' E from NW Corner of Indoor Court FG-2.5 1 6 116.3 102.8
Field Test Data
Test
No.Test Location Lift/
Depth
Mat.
No.
Probe
Depth
(in.)
Wet
Density
(pcf)
Dry
Density
(pcf)
Percent
Moisture
(%)
Percent
Compaction
(%)
13.1 95
General Location
Area:Indoor Court
Max Dry
Weight
(pcf)
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.
1 10 Red Sandy Clay (Select Fill)15 14.5 108.2
Mat.
No.
Proctor
Report No.Material Description/Classification PI
Optimum
Moisture
(%)
-2 2 95 100
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: 1016062
Project:Chicken N Pickle Grapevine Project Number: F211334
104 Armour Road Report Date: 3/18/2022
North Kansas City, MO 64116 Weather: Partly Cloudy
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: 03/15/2022