HomeMy WebLinkAboutAlpha Testing - 3/14/2018 (3)123.4 107.8
111.0
111.4 17.0
99
14.5 96
15.7
99
14.0 97
16.2 99
110.2 17.2
97
98
16.4
19.5 97
109.5
17.1
12 Storm Drain Line F6 at Station 0+50 FG 2 6
11 Storm Drain Line F6 at Station 0+50 FG-0.5 2
10 Storm Drain Line F6 at Station 0+50 FG-1.0 1 6
128.2
124.8
130.3
6
8 Storm Drain Line F6 at Station 0+50 FG-2.0 1 6 129.0
124.1 104.3
106.5
105.7
1 Storm Drain Line F6 at Station 0+50 FG-5.5 3
FG-5.0 3
6
104.4
110.8
9 Storm Drain Line F6 at Station 0+50 FG-1.5 1
6
6 Storm Drain Line F6 at Station 0+50 FG-3.0 1 6
6
5 Storm Drain Line F6 at Station 0+50 FG-3.5 1 6
7 Storm Drain Line F6 at Station 0+50 FG-2.5 1 6
129.2
Alpha Testing, Inc.
5058 Brush Creek Rd
Fort Worth, TX 76119
www.alphatesting.com
TBPE Firm No. 813
In-Place Nuclear Density
Test Report
30510 Ira E Woods Ave Report Date:
16.5
109.5 17.3
105.9 15.7
107.1
Storm Drain Line F at Station 0+35 FG-5.5 2 103.1 16.6 966
3/21/2018
Client:Grapevine - Colleyville ISD Service Date:03/14/2018
Work Order Number:371018
Grapevine, TX 76051 Weather:Clear
1 of
Project:Mustang Panther Stadium Pkg A & Pkg B Project Number:F171917
Technician:Gasigwa, Ignace(Baziga)
3
Material Information Laboratory Data Project Specifications
Proctor
Report No.
4
Brown and Tan Sandy Clay
Brown Sandy Clay
Grapevine, Texas Page Number:
1 14.9 112.6 -11Reddish Brown Clayey Sand
Mat.
No.
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.Material Description/Classification
953
Optimum
Moisture
(%)
Max Dry
Weight
(pcf)
93 98
2 16.7 -1 3 953
3 15.8 109.1 2 6
Dry
Density
(pcf)
Percent
Moisture
(%)
Percent
Compaction
(%)
General Location
Area:Utilities
Field Test Data
Test
No.Test Location Lift/
Depth
Mat.
No.
Probe
Depth
(in.)
Wet
Density
(pcf)
97
4 Storm Drain Line F6 at Station 0+50 FG-4.0 1
3 Storm Drain Line F6 at Station 0+50 FG-4.5 1 6
2 Storm Drain Line F6 at Station 0+50 6
124.7
126.3
19.0
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
13
120.6 102.8 17.3 96
96
95
98
128.4
96
120.2
120.3 103.3
122.5
121.5
Serial No:32453 Manufacturer:Troxler Model:3430
6
15 Storm Drain Line F at Station 0+35 FG-4.5 2 6
14 Storm Drain Line F at Station 0+35 FG-5.0 2
Standard Count:(D):2482 (M):670
Remarks:
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
Respectfully Submitted,
Tim Begole Sr.
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 writtenapproval. 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)
Remarks:
Respectfully Submitted,
Tim Begole Sr.
98
Manufacturer:Troxler Model:3430 Standard Count:
127.6 109.9
(D):2482 (M):670
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
Serial No:32453
128.0
125.6 107.9 16.4 96
6
30 Storm Drain Line F at Station 1+00 FG 1 6
29 Storm Drain Line F at Station 1+00 FG-0.5 1
16.1
111.0 15.3 99
124.8
127.3 109.7 16.0 97
6
28 Storm Drain Line F at Station 1+00 FG-1.0 1 6
27 Storm Drain Line F at Station 1+00 FG-1.5 2 105.7 18.1 99
128.0
128.7 111.1 15.8 99
6
26 Storm Drain Line F at Station 1+00 FG-2.0 1 6
25 Storm Drain Line F at Station 1+00 FG-2.5 1 111.2 15.1 99
128.8
128.5 111.2 15.6 99
6
24 Storm Drain Line F at Station 0+35 FG 1 6
23 Storm Drain Line F at Station 0+35 FG-0.5 1 110.6 16.5 98
6
22 Storm Drain Line F at Station 0+35 FG-1.0 1 6
21 Storm Drain Line F at Station 0+35 FG-1.5 1
110.3 15.7 98
126.9
125.7 107.9 16.5 96
109.3 16.1 97
20 Storm Drain Line F at Station 0+35 FG-2.0 1
16.7
19 Storm Drain Line F at Station 0+35 FG-2.5 1
6
6 127.6
95
17 Storm Drain Line F at Station 0+35 FG-3.5 2 6
18 Storm Drain Line F at Station 0+35 FG-3.0 2
96
96119.7 102.6
6 119.4 101.7 17.4
16 Storm Drain Line F at Station 0+35 FG-4.0 2 6 120.8 103.3 16.9
Field Test Data
Test
No.Test Location Lift/
Depth
Mat.
No.
Probe
Depth
(in.)
Wet
Density
(pcf)
Dry
Density
(pcf)
Percent
Moisture
(%)
Percent
Compaction
(%)
Area:Utilities
107.1 -1 3 95
General Location
2 3 Brown and Tan Sandy Clay 16.7
Optimum
Moisture
(%)
Max Dry
Weight
(pcf)
1 Reddish Brown Clayey Sand 14.9 112.6 -1 3
of 3
Material Information Laboratory Data Project Specifications
95
Mat.
No.
Proctor
Report No.Material Description/Classification Moisture
Min. (%) Max.
Compaction
Min. (%) Max.
1
Project:Mustang Panther Stadium Pkg A & Pkg B Project Number:F171917
Work Order Number:371018
Grapevine, Texas Page Number:2
Technician:Gasigwa, Ignace(Baziga)
03/14/2018
Alpha Testing, Inc.
5058 Brush Creek Rd
Fort Worth, TX 76119
www.alphatesting.com
TBPE Firm No. 813
In-Place Nuclear Density
Test Report
Client:Grapevine - Colleyville ISD Service Date:
Grapevine, TX 76051 Weather:Clear
30510 Ira E Woods Ave Report Date:3/21/2018
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 writtenapproval. 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)
Remarks:
Respectfully Submitted,
Tim Begole Sr.
Manufacturer:Troxler Model:3430 Standard Count:(D):2482 (M):670
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
Serial No:32453
636Storm Drain Line F at Station 3+00 FG 1
110.3 17.1 98
129.5
128.7 109.9 17.1 98
110.4 17.3 98
35 Storm Drain Line F at Station 3+00 FG-0.5 1
19.4
34 Storm Drain Line F at Station 3+00 FG-1.0 1
6
6 129.2
97
32 Storm Drain Line F at Station 3+00 FG-2.0 2 6
33 Storm Drain Line F at Station 3+00 FG-1.5 2
96
98127.5 106.8
6 126.0 106.0 18.9
31 Storm Drain Line F at Station 3+00 FG-2.5 2 6 126.1 104.7 20.4
Field Test Data
Test
No.Test Location Lift/
Depth
Mat.
No.
Probe
Depth
(in.)
Wet
Density
(pcf)
Dry
Density
(pcf)
Percent
Moisture
(%)
Percent
Compaction
(%)
Area:Utilities
109.1 2 6 93
General Location
9824Brown Sandy Clay 15.8
Optimum
Moisture
(%)
Max Dry
Weight
(pcf)
1 Reddish Brown Clayey Sand 14.9 112.6 -1 3
of 3
Material Information Laboratory Data Project Specifications
95
Mat.
No.
Proctor
Report No.Material Description/Classification Moisture
Min. (%) Max.
Compaction
Min. (%) Max.
1
Project:Mustang Panther Stadium Pkg A & Pkg B Project Number:F171917
Work Order Number:371018
Grapevine, Texas Page Number:3
Technician:Gasigwa, Ignace(Baziga)
03/14/2018
Alpha Testing, Inc.
5058 Brush Creek Rd
Fort Worth, TX 76119
www.alphatesting.com
TBPE Firm No. 813
In-Place Nuclear Density
Test Report
Client:Grapevine - Colleyville ISD Service Date:
Grapevine, TX 76051 Weather:Clear
30510 Ira E Woods Ave Report Date:3/21/2018