HomeMy WebLinkAboutAlpha Testing - 4/3/2018 (4)96
108.5 17.4
125.3
125.1
19.1 96
97
96
96
123.3 104.5 18.0
96
20.1
105.3 18.8
125.3 105.2
95
127.4
105.1 19.2
12 Storm Line C Station 1+00 FG-3.5
123.110Storm Line C Station 1+00
104.6 18.9
8 Storm Line C Station 1+00 FG-5.5 2 6
18.3
General Location
Area:Retaining Wall / Utilities
Field Test Data
1 30' N and 50' E from NW Corner of Building FG 1
3 5' N and 10' W from NW Corner of Building FG-2.0 2
5 5' N and 10' W from NW Corner of Building FG-1.0 1
FG-5.0 2
5' N and 10' W from NW Corner of Building FG-0.5
Optimum
Moisture
(%)
Test
No.Test Location Lift/
Depth
9 Storm Line C Station 1+00
Material Information
1
2 6
6
7 5' N and 10' W from NW Corner of Building FG 2 6
6
6
6
2
Grapevine, TX 76051 Weather:Cloudy
378795Work Order Number:
3
109.1
Technician:Gasigwa, Ignace(Baziga)
127.4 108.6
30510 Ira E Woods Ave Report Date:4/10/2018
Client:Grapevine - Colleyville ISD Service Date:04/03/2018
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:1 of
Project Number:F171917
Moisture
Min. (%) Max.
Laboratory Data
Max Dry
Weight
(pcf)
Proctor
Report No.
Project:Mustang Panther Stadium Pkg A & Pkg B
98
Mat.
No.
Brown Sandy Clay
14.9 112.6
6 934215.8
-1 31Reddish Brown Clayey Sand 95
2
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
103.3 18.5 95
Storm Line C Station 1+00
4 5' N and 10' W from NW Corner of Building FG-1.5 2
103.6
5' N and 10' W from NW Corner of Building FG-2.5 2
6
6
96
95
2 6
Mat.
No.
Probe
Depth
(in.)
Wet
Density
(pcf)
Dry
Density
(pcf)
6
104.4 18.0
Percent
Compaction
(%)
17.3
6
124.7 103.8
124.4
2 6
122.7
123.4
18.8
104.526
Serial No:32453 Manufacturer:Troxler Model:3430
Percent
Moisture
(%)
FG-3.0 2 103.4 18.46122.4
123.2
104.0 18.0
13
122.4
Standard Count:
FG-2.0 2
122.8 103.86
96
96
14 Storm Line C Station 1+00 FG-2.5 2
95
95
15 Storm Line C Station 1+00
FG-4.5
11 Storm Line C Station 1+00 FG-4.0
95
18.1
(M):684(D):2499
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:
96
(D):2499
Remarks:
684
Non-compliant results are indicated by an asterisk(*) if
applicable.
124.1 105.2
1 96124.2
18.0
Manufacturer:Troxler Model:3430
Gauge Information
Serial No:32453 (M):
19.0
6
18.3 96
105.0
30 Storm Line C Station 1+45 FG-0.5 1 6
29 Storm Line C Station 1+45 FG-1.0
18.8 966
19.1 96
123.7 104.6
6
105.126Storm Line C Station 1+45 FG-2.5 1 6
6
104.4
123.1
123.01
27 124.7
125.2
Storm Line C Station 1+45 FG-2.0 1
6
25 Storm Line C Station 1+45 FG-3.0 1
24 Storm Line C Station 1+45 FG-3.5
28 Storm Line C Station 1+45 FG-1.5 1
104.5 17.8
96
96
104.2 18.0
22 Storm Line C Station 1+45 FG-4.5
95122.7
122.7 104.1 17.9
23 Storm Line C Station 1+45 FG-4.0 1
17.4 97
21 Storm Line C Station 1+45 FG-5.0 2
95
6 103.9 18.1
1 6
6
96
6
18.4
127.6 108.5 17.6 96
128.1 109.1
17 Storm Line C Station 1+00 FG-1.0 1
20 Storm Line C Station 1+45 FG-5.5 2
105.1
6 123.8
123.8
104.619
18 Storm Line C Station 1+00 FG-0.5 1 6
Storm Line C Station 1+00 FG 1
96
966124.1 105.0 18.2
17.8
16 Storm Line C Station 1+00 FG-1.5 1 6 123.1 103.8 18.6 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
(%)
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.
Material Information
93 98
Mat.
No.
Area:Retaining Wall / Utilities
General Location
2 1 Reddish Brown Clayey Sand 14.9 112.6 -1 3 95
4/10/2018
Proctor
Report No.Material Description/Classification
Optimum
Moisture
(%)
1 4
of 3
Max Dry
Weight
(pcf)
109.1 2 6
Grapevine, Texas
Laboratory Data
Page Number:2
Brown Sandy Clay 15.8
Project Specifications
Cloudy
Project Number:F171917
Work Order Number:378795
Technician:Gasigwa, Ignace(Baziga)
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:04/03/2018
Alpha Testing, Inc.
5058 Brush Creek Rd
Fort Worth, TX 76119
www.alphatesting.com
TBPE Firm No. 813
In-Place Nuclear Density
Test Report
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):2499
Remarks:
684
Non-compliant results are indicated by an asterisk(*) if
applicable.
Manufacturer:Troxler Model:3430
Gauge Information
Serial No:32453 (M):
9518.2
32 Storm Line G Station 3+00 FG-0.5 1
105.0
6 123.0
124.4
104.134
33 Storm Line G Station 3+00 FG 1 6
Storm Line G Station 4+00 FG 1
96
966123.3 104.6 17.9
18.5
31 Storm Line C Station 1+45 FG 1 6 124.0 105.3 17.8 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
93 98
Mat.
No.
Area:Retaining Wall / Utilities
General Location
4/10/2018
Proctor
Report No.Material Description/Classification
Optimum
Moisture
(%)
1 4
of 3
Max Dry
Weight
(pcf)
109.1 2 6
Grapevine, Texas
Laboratory Data
Page Number:3
Brown Sandy Clay 15.8
Project Specifications
Cloudy
Project Number:F171917
Work Order Number:378795
Technician:Gasigwa, Ignace(Baziga)
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:04/03/2018
Alpha Testing, Inc.
5058 Brush Creek Rd
Fort Worth, TX 76119
www.alphatesting.com
TBPE Firm No. 813
In-Place Nuclear Density
Test Report