HomeMy WebLinkAbout04/06/2022 - F211334-102420997.7 27.7 96
122.9
124.8 97.6 27.9
27.3125.4
97.0 26.7
124.3
126.0
98.5
123.7
5 250' S and 85' W from N E Corner of Indoor Court FG-10.0 1 6
4 267' S and 108' W from NE Corner of Indoor Court FG-10.5 1 6
124.8
8 272' S and 35' W from NE Corner of Indoor Court
98.2 28.3
97.5 27.5
96
123.2 97.2 26.8
3 300' S and 10' W from NE Corner of Indoor Court FG-11.0 1 6
2 265' S and 110' W from NE Corner of Indoor Court FG-11.5 1 6
124.6 98.1
1 262' S and 115' W from NE Corner of Indoor Court SG 1 6
1 6
10 287' S and 45' W from NE Corner of Indoor Court FG-7.5 1 6
6 260' S and 30' W from NE Corner of Indoor Court FG-9.5 1 6
7 270' S and 80' W from NE Corner of Indoor Court FG-9.0 1 6
FG-8.5 1 6
97
9 290' S and 70' W from NE Corner of Indoor Court FG-8.0 1 6
12 267' S and 26' W from NE Corner of Indoor Court FG-6.5 1 6
11 292' S and 75' W from NE Corner of Indoor Court FG-7.0
97.1 27.4
127.6
126.2 98.5 28.1 96
95
99.1 28.8 97
28.2 96
95
27.0
95
96
96
95
96
Client:Chicken N Pickle Service Date: 04/01/2022
99.4 29.1 97271' S and 83' W from NE Corner of Indoor Court FG-6.0 1 6 128.3
126.1 98.4
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: 4/6/2022
North Kansas City, MO 64116 Weather: Clear
Work Order Number: 1024209
Grapevine, Texas Page Number: 1 of
957
5 958
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
97
97
1
2 15.5
21.7 102.1 5
109.5
31Red and Light Brown Clay with Sand
Brown, Light Brown, Gray, and Red Sandy Clay 20
28.5
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
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
Serial No:10071 Manufacturer:Humboldt Model:H5001 EZ
13
128.1 99.3 29.0
Standard Count:(D):3157 (M):328
97
14 289' S and 97' W from NE Corner of Indoor Court
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-5.5 1 6
15 275' S and 50' W from NE Corner of Indoor Court FG-5.0 1 6
127.1 98.9
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,
Remarks:
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
Serial No:10071 Manufacturer:Humboldt Model:H5001 EZ Standard Count:(D):3157 (M):328
21 Storm Drain SD-2, Stationtion 4+00 SG 2 6 104.2 21.5 95126.6
95
98.3 28.0 96
95
19 296' S and 57' W from NE Corner of Indoor Court FG-3.0 1 6 125.8
28.9
20 Storm Drain SD-2, Stationtion 3+00 SG 2 6
27.4
125.8 103.9 21.1
96
18 301' S and 78' W from NE Corner of Indoor Court FG-3.5 1 6 123.5 96.9
17 284' S and 60' W from NE Corner of Indoor Court FG-4.0 1 6 126.1 97.8
16 272' S and 55' W from NE Corner of Indoor Court FG-4.5 1 6 125.1 97.3 28.6 95
Field Test Data
Test
No.Test Location Lift/
Depth
Mat.
No.
Probe
Depth
(in.)
Wet
Density
(pcf)
Dry
Density
(pcf)
Percent
Moisture
(%)
Percent
Compaction
(%)
General Location
Area:Indoor Court / Utilities
20 15.5 109.5 5 95
Material Description/Classification PI
Red and Light Brown Clay with Sand 31
2 8
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.
1 7 21.7 102.1 5
Mat.
No.
Proctor
Report No.
Optimum
Moisture
(%)
Max Dry
Weight
(pcf)
95 97
97Brown, Light Brown, Gray, and Red Sandy Clay
Material Information Laboratory Data Project Specifications
Project:Chicken N Pickle Grapevine Project Number: F211334
Off Champagne Boulevard and Merlot Avenue Technician: Sullivan, Maddox
Grapevine, Texas Page Number: 2 of 2
Work Order Number: 1024209
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: 4/6/2022
North Kansas City, MO 64116 Weather: Clear
Client:Chicken N Pickle Service Date: 04/01/2022