HomeMy WebLinkAboutAlpha Testing - 4/11/2018 (4)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
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)
Respectfully Submitted,
670
Remarks:
Standard Count:(D):2511 (M):Serial No:32453 Manufacturer:Troxler Model:3430
6
6
14 Storm Drain Line D Station 3+00 FG-7.0 2
15 Storm Drain Line D Station 3+00 FG-6.5 2
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
13
124.9 104.4 19.6 96
95
125.3
124.2 103.5
95
96
127.8
124.9
Percent
Compaction
(%)
General Location
Area:
Field Test Data
Test
No.Test Location Lift/
Depth
Wet
Density
(pcf)
Dry
Density
(pcf)
Percent
Moisture
(%)
Mat.
No.
Probe
Depth
(in.)
951Reddish Brown Clayey Sand 14.9 -1 3112.6
16.7 107.1 -13Brown and Tan Sandy Clay
Proctor
Report No.
98
3
953
Optimum
Moisture
(%)
Max Dry
Weight
(pcf)
Mat.
No.
Moisture
Min. (%) Max.
2 15.8 2 6 934Brown Sandy Clay
19.1
1 of
Project:Mustang Panther Stadium Pkg A & Pkg B Project Number:F171917
Technician:Gasigwa, Ignace(Baziga)
2
Material Information Laboratory Data Project Specifications
Grapevine, Texas Page Number:
Compaction
Min. (%) Max.Material Description/Classification
1
20.0
Grapevine, TX 76051
986
108.0 17.1
106.5 20.0
109.1
4/23/2018
Client:Grapevine - Colleyville ISD Service Date:04/11/2018
Storm Drain Line D Station 3+00 FG-7.5 1 105.2
Weather:Mostly Cloudy
Alpha Testing, Inc.
5058 Brush Creek Rd
Fort Worth, TX 76119
www.alphatesting.com
TBPE Firm No. 813
In-Place Nuclear Density
Test Report
Work Order Number:382532
30510 Ira E Woods Ave Report Date:
104.4
106.6
FG-2.5 3
6
7 Press Box and West Entrance, Exterior Grade Beam Backfill at G.2/11 to G.2/1, G.2/8 FG-1.5 2
5 Press Box and West Entrance, Exterior Grade Beam Backfill at G.2/11 to G.2/1, G.2/8 FG-2.5 2
6 Press Box and West Entrance, Exterior Grade Beam Backfill at G.2/11 to G.2/1, G.2/8
126.5
6
6
4 Press Box and West Entrance, Exterior Grade Beam Backfill at G.2/11.12 to G.2/11, G.2/11.04 FG 1
6
6
127.3
127.4
128.0
FG-2.0 2
FG 1
6
6
118.8
119.5
FG-0.5 1
2 6
9 Press Box and West Entrance, Exterior Grade Beam Backfill at G.2/11 to G.2/1, G.2/4
118.1 101.8
102.4
103.3
6 16.01Press Box and West Entrance, Exterior Grade Beam Backfill at G.2/11.12 to G.2/11, G.2/11.10 FG-0.5 1
2 Press Box and West Entrance, Exterior Grade Beam Backfill at G.2/11.12 to G.2/11, G.2/11.10
3 Press Box and West Entrance, Exterior Grade Beam Backfill at G.2/11.12 to G.2/11, G.2/11.04
12 Press Box and West Entrance, Exterior Grade Beam Backfill at G.2/11 to G.2/1, G.2/4 FG-1.0 2 6
11 Press Box and West Entrance, Exterior Grade Beam Backfill at G.2/11 to G.2/1, G.2/4
10 Press Box and West Entrance, Exterior Grade Beam Backfill at G.2/11 to G.2/1, G.2/4 FG-2.0 3
107.0 19.1
127.9
6
6
128.1
FG-1.5 1
8 Press Box and West Entrance, Exterior Grade Beam Backfill at G.2/11 to G.2/1, G.2/8 FG-1.0
16.9 97
19.6
15.7 96
96
98
19.4
16.0
98
98
97
120.9 104.4
107.1
105.4
15.8 97
19.4
9721.4
98
109.6
04/11/2018
Alpha Testing, Inc.
5058 Brush Creek Rd
Fort Worth, TX 76119
www.alphatesting.com
TBPE Firm No. 813
In-Place Nuclear Density
Test Report
Mostly Cloudy
30510 Ira E Woods Ave Report Date:4/23/2018
Client:Grapevine - Colleyville ISD Service Date:
Work Order Number:382532
Project:Mustang Panther Stadium Pkg A & Pkg B
Grapevine, TX 76051 Weather:
Project Number:F171917
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.
1
Mat.
No.
Proctor
Report No.Material Description/Classification
Technician:Gasigwa, Ignace(Baziga)
-1 3
of 2
95
Material Information Laboratory Data Project Specifications
Grapevine, Texas Page Number:2
Max Dry
Weight
(pcf)
3 Brown and Tan Sandy Clay 16.7 107.1
4 Brown Sandy Clay 15.8
Optimum
Moisture
(%)
109.1 2 6 93
General Location
982
Area:
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 D Station 3+00 FG-6.0 2 6 125.9 104.4 20.6
19.9
19 Storm Drain Line D Station 3+00 FG-4.5 1 6
96
96
17 Storm Drain Line D Station 3+00 FG-5.5 2 6 126.1 105.2
6 122.1 103.0
96
18.5
123.2
1
20 Storm Drain Line D Station 3+00 FG-4.0 2 6 125.9
18 Storm Drain Line D Station 3+00 FG-5.0
18.1 98
105.4 16.9 98
21 Storm Drain Line D Station 3+00 FG-3.5 2
22 Storm Drain Line D Station 3+00 FG-3.0 1
106.6
6 129.4
121.9
98
6
6
127.0 106.1 19.7 97
19.524Storm Drain Line D Station 4+50 FG-5.0 2 6
23 Storm Drain Line D Station 4+50 FG-5.5 2 107.4 20.5
98
6 127.1
127.5 106.7
103.4 17.9
97
97
26 Storm Drain Line D Station 4+50 FG-4.0 1 6
25 Storm Drain Line D Station 4+50 FG-4.5 2 105.5 20.5
6
28 Storm Drain Line D Station 4+50 FG-3.0 1 6
27 Storm Drain Line D Station 4+50 FG-3.5 1 105.4 19.2125.6
125.6 106.5 17.9
19.5
99
98
98125.5 105.0
Manufacturer:Troxler Model:3430 Standard Count:(D):2511 (M):670
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
Serial No:32453
Respectfully Submitted,
Remarks:
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