HomeMy WebLinkAbout04/08/2022 - F211334-1030284 - IN PLACE NUCLEAR DENSITY TESTOur 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-2.0 2 6
15 Storm Drain Line 2B Station 1+00 FG-3.0 2 6
116.1 94.4
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
116.3 96.4 20.6
Standard Count:(D):3147 (M):317
*100
14 Storm Drain Line 2 Station 0+25 (Retest of Test 12 from Report Dated 4/4/2022)23.0
Wet
Density
(pcf)
Dry
Density
(pcf)
Percent
Moisture
(%)
Percent
Compaction
(%)
General Location
Area:Courtyard / Utilities
Test
No.Test Location Lift/
Depth
Mat.
No.
Probe
Depth
(in.)
Field Test Data
21.7 102.1 5
8
96.4
31Red and Light Brown Clay with Sand
Dark Brown and Brown Clay with Sand 38
Brown, Light Brown, Gray and Red Sandy Clay 203 15.9 109.8 0 4 95 100
2 22.4
957
0 4 952
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
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: 4/8/2022
North Kansas City, MO 64116 Weather: Clear
Work Order Number: 1030284
Grapevine, Texas Page Number: 1 of
Client:Chicken N Pickle Service Date: 04/07/2022
93.4 22.5 97Storm Drain Line 2A Station 7+75 (Retest of Test 19 from Report Dated 4/4/2022)FG-2.0 2 6 114.4
126.8 98.8
Project:Chicken N Pickle Grapevine Project Number: F211334
Off Champagne Boulevard and Merlot Avenue Technician: Sullivan, Maddox
97
27.3
97
96
95
96
95
98
97
93.9 22.7 97
28.3 97
98
9 10' N and 22' E from SW Corner of Building FG-3.5 1 6
12 Storm Drain Line 2A Station 7+50 (Retest of Test 17 from Report Dated 4/4/2022)FG-3.0 2 6
11 Storm Drain Line 2A Station 6+00 (Retest of Test 14 from Report Dated 4/4/2022)FG-4.0
99.1 28.6
115.2
115.6 94.1 22.926
10 30' N and 185' E from SW Corner of Building FG-3.0 1 6
6 17' N and 178' E from SW Corner of Building FG-5.0 1 6
7 22' N and 240' E from SW Corner of Building FG-4.5 1 6
FG-4.0 1 6
126.1 98.6 27.9
3 31' N and 258' E from SW Corner of Building FG-6.5 1 6
2 5' N and 170' E from SW Corner of Building FG-7.0 1 6
124.9 98.1
1 33' N and 260' E from SW Corner of Building FG-7.5 1 6
126.1
124.2
97.5
127.4
5 25' N and 255' E from SW Corner of Building FG-5.5 1 6
4 15' N and 175' E from SW Corner of Building FG-6.0 1 6
126.8
8 15' N and 190' E from SW Corner of Building
97.5 27.4
98.5 28.0
97
99.0 28.1 97
127.5
127.7 99.4 28.5
27.7124.5
99.2 28.5
Work Order Number: 1030284
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: 4/11/2022
North Kansas City, MO 64116 Weather: Clear
Client:Chicken N Pickle Service Date: 04/07/2022
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
Red and Light Brown Clay with Sand 31
2 2
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
100Dark Brown and Brown Clay with Sand 38
3 8 15.9 109.8 0 4 95 100Brown, Light Brown, Gray, and Red Sandy Clay 20
22.4 96.4 0 4 95
General Location
Area:Utilities
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 Storm Drain Line 2B Station 1+00 FG-2.0 3 6 121.8 104.3 16.8 95
95
18 Storm Drain Line 2B Station 1+00 FG 3 6 123.1 104.6
17 Storm Drain Line 2B Station 1+00 FG-1.0 3 6 122.1 103.9
19 Storm Drain Line 2B Station 2+00 FG-5.0 3 6 124.5
17.5
20 Storm Drain Line 2B Station 2+00 FG-4.0 3 6
17.7
127.3 108.9 16.9 99
107.0 16.4 97
95
104.4 18.2 95
127.6 106.5 19.8 97
123.4
125.1
123.3
21 Storm Drain Line 2B Station 2+00 FG-3.0 3 6
22 Storm Drain Line 2B Station 2+00 FG-2.0 3 6
24 Storm Drain Line 2B Station 2+00 FG 3 6
23 Storm Drain Line 2B Station 2+00 FG-1.0 3 6 104.7 17.8 95
107.3 16.6 98
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
Serial No:10071 Manufacturer:Humboldt Model:H5001 EZ Standard Count:(D):3147 (M):317
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