HomeMy WebLinkAboutAlpha Testing - 4/4/2018 (3)98
103.1 18.7
122.6
123.3
18.2 97
96
96
96
123.4 105.1 17.4
97
17.6
103.2 19.5
122.8 103.9
97
122.4
102.9 19.1
12 Electrical Line at Westside of Building A FG-3.0
125.7106" Water Line Back Flow Prevention at Station 1+82
104.1 17.8
8 Grade Beam at A .3/11.4 FG-1.0 2 6
18.6
General Location
Area:
Field Test Data
1 Grade Beam at E.1/11.11 FG-1.0 2
3 Grade Beam at E.2/11.13 FG-1.0 2
5 Grade Beam at F.5/11.13 FG-1.0 2
FG-3.0 3
Grade Beam at E.6/11.13 FG-1.0
Optimum
Moisture
(%)
Test
No.Test Location Lift/
Depth
9 6" Water Line Back Flow Prevention at Station 1+83
Material Information
4
1
2 6
12
7 Grade Beam at A .2/11.4 FG-1.0 2 12
12
12
12
2
Grapevine, TX 76051 Weather:Clear
379361Work Order Number:
2
107.1
Technician:Weldemariam, Tesfai
122.4 103.6
30510 Ira E Woods Ave Report Date:4/10/2018
Client:Grapevine - Colleyville ISD Service Date:04/04/2018
Alpha Testing, Inc.
5058 Brush Creek Rd
Fort Worth, TX 76119
www.alphatesting.com
TBPE Firm No. 813
In-Place Nuclear Density
Test Report
Compaction
Min. (%) Max.Material Description/Classification
Project Specifications
Grapevine, Texas Page Number:1of
Project Number:F171917
Moisture
Min. (%) Max.
Laboratory Data
Max Dry
Weight
(pcf)
Proctor
Report No.
Project:Mustang Panther Stadium Pkg A & Pkg B
3 15.8 109.1 2 6
Mat.
No.
Brown and Sandy Clay
Brown Clay
14.9 112.6
93
3 953
98
2 16.7
-1 31Reddish Brown Clayey Sand 95
-1
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
103.3 18.4 96
Electrical Line at Westside of Building A
4 Grade Beam at E.2/11.13 FG-1.0 2
106.6
Grade Beam at E.1/11.12 FG-1.0 2
6
6
98
98
2 12
Mat.
No.
Probe
Depth
(in.)
Wet
Density
(pcf)
Dry
Density
(pcf)
6
107.1 17.9
Percent
Compaction
(%)
18.1
6
122.3 104.0
122.6
3 12
122.2
126.1
17.9
106.938
Serial No:1246 Manufacturer:Humboldt Model:H5001 EZ
Percent
Moisture
(%)
FG-2.0 2 103.2 18.26122.0
126.3
104.1 17.4
13
122.3
Standard Count:
FG-1.0 2
122.0 102.912
97
98
14 Electrical Line at Westside of Building A FG-1.0 2
96
96
15 Electrical Line at Westside of Building A
FG-2.0
11 6" Water Line Back Flow Prevention at Station 1+85 FG-0.67
97
18.0
(M):487(D):1933
Remarks:
Respectfully Submitted,
Tim Begole Sr.
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
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
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
Tim Begole Sr.
Standard Count:(D):1933
Remarks:
487
Non-compliant results are indicated by an asterisk(*) if
applicable.
Manufacturer:Humboldt Model:H5001 EZ
Gauge Information
Serial No:1246 (M):
9714.2
17 Retaining Walls 8 at Station 1+ 66 FG-2.0"1
110.0
6 125.2
127.4
109.619
18 Retaining Walls 8 at Station 1+ 72 FG-2.0"1 10
Retaining Walls 8 at Station 1+ 72 FG-2.0"1
98
976125.1 109.0 14.8
15.8
16 Retaining Walls 8 at Station 1+ 66 FG-3.0"1 10 126.4 108.9 16.1 97
Field Test Data
Test
No.Test Location Lift/
Depth
Mat.
No.
Probe
Depth
(in.)
Wet
Density
(pcf)
Dry
Density
(pcf)
Percent
Moisture
(%)
Percent
Compaction
(%)
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.
Material Information
95
Mat.
No.
Area:
General Location
3 4 Brown Clay 15.8 109.1 98
2 3 Brown and Sandy Clay 16.7 107.1 -1 3 95
2 6 93
4/10/2018
Proctor
Report No.Material Description/Classification
Optimum
Moisture
(%)
1 1
of 2
Max Dry
Weight
(pcf)
112.6 -1 3
Grapevine, Texas
Laboratory Data
Page Number:2
Reddish Brown Clayey Sand 14.9
Project Specifications
Clear
Project Number:F171917
Work Order Number:379361
Technician:Weldemariam, Tesfai
30510 Ira E Woods Ave
Project:Mustang Panther Stadium Pkg A & Pkg B
Grapevine, TX 76051 Weather:
Report Date:
Client:Grapevine - Colleyville ISD Service Date:04/04/2018
Alpha Testing, Inc.
5058 Brush Creek Rd
Fort Worth, TX 76119
www.alphatesting.com
TBPE Firm No. 813
In-Place Nuclear Density
Test Report