HomeMy WebLinkAboutF211334-1038001Our 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-1.0 3 6
15 25' N and 85' W from SE Corner of Courtyard FG-0.67 3 6
134.2 118.1
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
133.2 117.7 13.2
Standard Count:(D):3141 (M):325
96
14 32' N and 75' W from SE Corner of Courtyard 13.6
Wet
Density
(pcf)
Dry
Density
(pcf)
Percent
Moisture
(%)
Percent
Compaction
(%)
General Location
Area:Utilities / Courtyard
Test
No.Test Location Lift/
Depth
Mat.
No.
Probe
Depth
(in.)
Field Test Data
22.4 96.4 0 4
12F
109.5
38Dark Brown and Brown Clay with Sand
Brown, Light Brown, Gray and Red Sandy Clay 20
Grayish Brown Flexible Base 123 13.6 122.0 -1 3 95 100
2 15.5
952
0 4 958
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
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
2
104 Armour Road Report Date: 4/29/2022
North Kansas City, MO 64116 Weather: Clear
Work Order Number: 1038001
Grapevine, Texas Page Number: 1 of
Client:Chicken N Pickle Service Date: 04/26/2022
105.2 18.2 96Storm Drain Line SD-2B (Inlet), Station 2+45.63, Westside FG-3.0 2 6 124.3
123.7 105.8
Project:Chicken N Pickle Grapevine Project Number: F211334
Off Champagne Boulevard and Merlot Avenue Technician: Sullivan, Maddox
97
25.1
98
98
97
98
97
97
97
107.4 16.9 98
16.9 97
97
9 Waterline 1, Station 8+50 FG-2.0 2 6
12 Storm Drain Line SD-2B (Inlet), Station 2+45.63, Northside FG-4.0 2 6
11 Waterline 1, Station 8+50 FG
106.3 17.5
125.6
125.0 106.1 17.826
10 Waterline 1, Station 8+50 FG-1.0 2 6
6 Waterline 1, Station 8+50 FG-5.0 2 6
7 Waterline 1, Station 8+50 FG-4.0 2 6
FG-3.0 2 6
117.2 93.9 24.8
3 Waterline 1, Station 6+50 FG-2.0 1 6
2 Waterline 1, Station 6+50 FG-3.0 1 6
118.2 94.5
1 Waterline 1, Station 6+50 FG-4.0 1 6
125.9
125.7
93.7
124.9
5 Waterline 1, Station 6+50 FG 1 6
4 Waterline 1, Station 6+50 FG-1.0 1 6
127.0
8 Waterline 1, Station 8+50
106.4 18.1
107.3 17.3
98
107.9 17.7 99
118.1
118.4 94.1 25.8
26.3118.3
94.2 25.4
Work Order Number: 1038001
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: 4/29/2022
North Kansas City, MO 64116 Weather: Clear
Client:Chicken N Pickle Service Date: 04/26/2022
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
Material Description/Classification PI
Dark Brown and Brown Clay with Sand 38
2 8
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.
1 2 22.4 96.4 0 4
Mat.
No.
Proctor
Report No.
Optimum
Moisture
(%)
Max Dry
Weight
(pcf)
95 100
100Brown, Light Brown, Gray and Red Sandy Clay 20
3 12F 13.6 122.0 -1 3 95 100Grayish Brown Flexible Base 12
15.5 109.5 0 4 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
(%)
16 183' N and 92' W from SE Corner of Courtyard FG-1.0 3 6 134.7 119.3 12.9 98
97
18 140' S and 100' E from NW Corner of Courtyard FG-1.0 3 6 132.6 116.9
17 173' N and 80' W from SE Corner of Courtyard FG-0.67 3 6 133.3 117.8
19 148' S and 90' E from NW Corner of Courtyard FG-0.67 3 6 133.5
13.2
13.4
117.4 13.7 96
96
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
Serial No:10071 Manufacturer:Humboldt Model:H5001 EZ Standard Count:(D):3141 (M):325
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