HomeMy WebLinkAboutAlpha Testing - 7/20/2018 (2)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
Respectfully Submitted,
Remarks:
Tim Begole Sr.
1 6
121.2
(M):647Standard Count:
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
95
(D):2658
FG-5.0
Model:3430Serial No:71253 Manufacturer:Troxler
95
Wet
Density
(pcf)
Dry
Density
(pcf)
Probe
Depth
(in.)
Percent
Moisture
(%)
Percent
Compaction
(%)
General Location
Area:Ramp
Field Test Data
Test
No.Test Location Lift/
Depth
Mat.
No.
-1 3Brown and Tan Sandy Clay
Mat.
No.
Optimum
Moisture
(%)
Max Dry
Weight
(pcf)
Proctor
Report No.
1 16.7
Material Description/Classification
F171917
Work Order Number:427267
7/31/2018
Grapevine, TX 76051 Weather:
Mustang Panther Stadium Pkg A & Pkg B Project Number:
Technician:Linan, Carlos
of
Project Specifications
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.
Grapevine, Texas Page Number:1
107.1
30510 Ira E Woods Ave Report Date:
1 20' S and 15' W from SW Corner of Building 1 6
6
1
Material Information
Alpha Testing, Inc.
5058 Brush Creek Rd
Fort Worth, TX 76119
www.alphatesting.com
TBPE Firm No. 813
In-Place Nuclear Density
Test Report
Client:Grapevine - Colleyville ISD
10' S and 5' W from SW Corner of Building FG-2.0
Project:
Service Date:07/20/2018
Clear
Laboratory Data
3
101.3
104.9
105.3
19.6
121.4 101.5 19.6
121.1 101.5 19.3
98
98
97121.5
124.6
95
95
18.3
104.3 16.5
6220' S and 15' W from SW Corner of Building FG-4.5 1
6320' S and 15' W from SW Corner of Building FG-4.0 1
6
4 10' S and 5' W from SW Corner of Building FG-3.0 1 6
5 10' S and 5' W from SW Corner of Building FG-2.5 1
122.0 16.3