HomeMy WebLinkAboutAlpha Testing - 8/7/2018 (2)Test
No.Test Location
97
97
12Retaining Wall 9B Station 2+40
FG-5.0 1
97
General Location
Area:Retaining Wall
12
12
Retaining Wall 9B Station 1+60
Field Test Data
104.1
Lift/
Depth
Mat.
No.
104.3 17.31
124Retaining Wall 9B Station 1+60 FG-4.0 1
1Retaining Wall 9B Station 2+00
3 FG-1.0 1
107.1 -1 3 95
98
Wet
Density
(pcf)
Dry
Density
(pcf)
Percent
Moisture
(%)
Percent
Compaction
(%)
122.3
17.5
102.0 19.3
104.9 17.0 98
16.1
95
105.3
6 Retaining Wall 9B Station 2+40 FG 1 121.7
Retaining Wall 9B Station 2+00 FG-3.0 15
2 FG-4.0
Probe
Depth
(in.)
1 16.7Brown and Tan Sandy Clay3
12
122.3
12 122.7
122.3
122.0
Grapevine, Texas Page Number:1of
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:435328
Report Date:8/13/2018
Grapevine, TX 76051 Weather:
Client:Grapevine - Colleyville ISD
30510 Ira E Woods Ave
Service Date:08/07/2018
Clear
1
Technician:Guerrero, Victor
Project:Mustang Panther Stadium Pkg A & Pkg B Project Number:F171917
Project Specifications
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.
Mat.
No.
Optimum
Moisture
(%)
Max Dry
Weight
(pcf)
Proctor
Report No.Material Description/Classification
Material Information Laboratory Data
Model:3440Manufacturer:Troxler
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
103.5 17.9
Remarks:
Respectfully Submitted,
Tim Begole Sr.
Standard Count:Serial No:
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
(D):1820 (M):641