HomeMy WebLinkAboutAlpha Testing - 4/30/2018 (4)97
103.6 17.2
122.3
120.9
17.3 97
96
97
98
121.9 104.2 17.0
98
18.7
102.7 17.7
122.3 104.3
96
121.4
104.5 17.0
12 Retaining Wall 9A Backfill, Station 2+60 FG-5.0
120.810Retaining Wall 9A Backfill, Station 1+75
105.3 17.0
8 Retaining Wall 9A Backfill, Station 0+85 FG-4.0 1 6
20.0
General Location
Area:
Field Test Data
1 Retaining Wall 9A Backfill, Station 1+75 FG-7.5 1
3 Retaining Wall 9A Backfill, Station 1+75 FG-6.5 1
5 Retaining Wall 9A Backfill, Station 1+75 FG-5.5 1
FG-3.5 1
Retaining Wall 9A Backfill, Station 0+85 FG-5.0
Optimum
Moisture
(%)
Test
No.Test Location Lift/
Depth
9 Retaining Wall 9A Backfill, Station 0+85
Material Information
1
1 6
6
7 Retaining Wall 9A Backfill, Station 0+85 FG-4.5 1 6
6
6
6
2
Grapevine, TX 76051 Weather:Mostly Cloudy
390490Work Order Number:
2
109.1
Technician:Gasigwa, Ignace(Baziga)
122.8 103.6
30510 Ira E Woods Ave Report Date:5/2/2018
Client:Grapevine - Colleyville ISD Service Date:04/30/2018
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
16.7 107.1
6 934215.8
-1 33Brown and Tan Sandy Clay 95
2
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
104.4 19.6 96
Retaining Wall 9A Backfill, Station 2+60
4 Retaining Wall 9A Backfill, Station 1+75 FG-6.0 1
103.3
Retaining Wall 9A Backfill, Station 1+75 FG-7.0 1
6
6
97
96
2 6
Mat.
No.
Probe
Depth
(in.)
Wet
Density
(pcf)
Dry
Density
(pcf)
6
102.6 17.6
Percent
Compaction
(%)
18.5
6
121.9 102.7
123.2
1 6
127.8
124.9
16.9
104.416
Serial No:32453 Manufacturer:Troxler Model:3430
Percent
Moisture
(%)
FG-4.5 2 105.2 19.16125.3
120.7
106.5 20.0
13
124.9
Standard Count:
FG-3.5 2
124.2 103.56
97
96
14 Retaining Wall 9A Backfill, Station 2+60 FG-4.0 2
96
95
15 Retaining Wall 9A Backfill, Station 2+60
FG-3.0
11 Retaining Wall 9A Backfill, Station 2+60 FG-5.5
98
19.6
(M):667(D):2477
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):2477
Remarks:
667
Non-compliant results are indicated by an asterisk(*) if
applicable.
Manufacturer:Troxler Model:3430
Gauge Information
Serial No:32453 (M):
6 128.1
128.026
25 Retaining Wall 9A Backfill, Station 0+25 FG 2
24 Retaining Wall 9A Backfill, Station 0+85 FG
109.6 16.9
97
97
109.3 17.1
22 Retaining Wall 9A Backfill, Station 0+85 FG-1.0
97126.3
126.1 105.6 19.4
23 Retaining Wall 9A Backfill, Station 0+85 FG-0.5 3
15.7 98
21 Retaining Wall 9A Backfill, Station 0+85 FG-1.5 3
97
6 105.8 19.4
3 6
6
97
6
15.8
126.2 106.0 19.1 97
121.9 105.4
17 Retaining Wall 9A Backfill, Station 2+60 FG-2.5 2
20 Retaining Wall 9A Backfill, Station 2+60 FG-1.0 1
102.4
6 120.9
118.8
104.419
18 Retaining Wall 9A Backfill, Station 2+60 FG-2.0 1 6
Retaining Wall 9A Backfill, Station 2+60 FG-1.5 1
96
966125.0 108.0 15.7
16.0
16 Retaining Wall 9A Backfill, Station 2+60 FG-3.0 2 6 124.2 107.1 16.0 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
95
Mat.
No.
Area:
General Location
3 4 Brown Sandy Clay 15.8 109.1 98
2 1 Reddish Brown Clayey Sand 14.9 112.6 -1 3 95
2 6 93
5/2/2018
Proctor
Report No.Material Description/Classification
Optimum
Moisture
(%)
1 3
of 2
Max Dry
Weight
(pcf)
107.1 -1 3
Grapevine, Texas
Laboratory Data
Page Number:2
Brown and Tan Sandy Clay 16.7
Project Specifications
Mostly Cloudy
Project Number:F171917
Work Order Number:390490
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:04/30/2018
Alpha Testing, Inc.
5058 Brush Creek Rd
Fort Worth, TX 76119
www.alphatesting.com
TBPE Firm No. 813
In-Place Nuclear Density
Test Report