HomeMy WebLinkAboutAlpha Testing - 5/23/2018 (3)96
111.0 14.1
128.8
126.2
12.9 95
95
95
98
126.6 111.8 13.2
96
13.1
111.4 13.3
125.8 111.4
95
126.7
114.3 12.7
12 Wall 9A Footings, Station 3+40 FG-1.0
128.910Wall 9A Footings, Station 3+40
111.6 15.8
8 Wall 9A Footings, Station 3+40 FG-3.0 1 6
13.1
General Location
Area:Footings
Field Test Data
1 Wall 9A Footings, Station 2+80 FG-2.5 1
3 Wall 9A Footings, Station 2+80 FG-1.5 1
5 Wall 9A Footings, Station 2+80 FG-0.5 1
FG-2.5 1
Wall 9A Footings, Station 2+80 FG
Optimum
Moisture
(%)
Test
No.Test Location Lift/
Depth
9 Wall 9A Footings, Station 3+40
Material Information
1
1 6
6
7 Wall 9A Footings, Station 3+40 FG-3.5 1 6
6
6
6
2
Grapevine, TX 76051 Weather:Partly Cloudy
401077Work Order Number:
1
Technician:Gasigwa, Ignace(Baziga)
129.6 112.9
30510 Ira E Woods Ave Report Date:5/29/2018
Client:Grapevine - Colleyville ISD Service Date:05/23/2018
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
Mat.
No.
14.6 116.7 -2 25FFlexible Base 95
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
Wall 9A Footings, Station 3+40
4 Wall 9A Footings, Station 2+80 FG-1.0 1
112.3
Wall 9A Footings, Station 2+80 FG-2.0 1
6
6
95
96
1 6
Mat.
No.
Probe
Depth
(in.)
Wet
Density
(pcf)
Dry
Density
(pcf)
112.5 15.0
Percent
Compaction
(%)
14.8
6
125.7 111.1
129.2
1 6
128.9
129.6
14.8
111.416
Serial No:32453 Manufacturer:Troxler Model:3430
Percent
Moisture
(%)
FG-0.5 1 113.3 13.86128.9
129.4
111.9 15.2
13
Standard Count:
128.9 114.06
97
96
14 Wall 9A Footings, Station 3+40 FG 1
97
98
FG-2.0
11 Wall 9A Footings, Station 3+40 FG-1.5
96
16.3
(M):668(D):2496
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