HomeMy WebLinkAboutAlpha Testing - 3/6/2018 (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
Tim Begole Sr.
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:
Serial No:16048 Manufacturer:Troxler
97
Model:3411B Standard Count:(D):1608 (M):614
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
Field Test Data
Test
No.Test Location Lift/
Depth
Mat.
No.
Probe
Depth
(in.)
Wet
Density
(pcf)
Dry
Density
(pcf)
Percent
Moisture
(%)
Percent
Compaction
(%)
1 16.7 107.1 -1 33Brown and Tan Sandy Clay 95
Project Specifications
Grapevine, Texas Page Number:1of
Mat.
No.
Optimum
Moisture
(%)
Max Dry
Weight
(pcf)
Proctor
Report No.
Alpha Testing, Inc.
5058 Brush Creek Rd
Fort Worth, TX 76119
www.alphatesting.com
TBPE Firm No. 813
In-Place Nuclear Density
Test Report
30510 Ira E Woods Ave Report Date:
Project:Mustang Panther Stadium Pkg A & Pkg B Project Number:F171917
Grapevine, TX 76051 Weather:Clear
367194Work Order Number:
3/13/2018
Client:Grapevine - Colleyville ISD Service Date:03/06/2018
123.1 103.5
1
Technician:Crosby, Kelly
Material Information Laboratory Data
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.Material Description/Classification
6
General Location
Area:Utilities
61Retaining Wall: 20' E from NW End of Stadium FG 1
2
18.9
Retaining Wall: North End of Stadium FG 1 121.9 102.9 18.5 96