HomeMy WebLinkAboutAlpha Testing - 8/13/20182 Backfill to Retaining Wall at Station 2+61 FG-2.0 1
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Material Information Laboratory Data
of
Project:Mustang Panther Stadium Pkg A & Pkg B Project Number:F171917
Technician:Weldemariam, Tesfai
30510 Ira E Woods Ave Report Date:8/21/2018
Grapevine, TX 76051 Weather:Clear
Work Order Number:437595
Project Specifications
Optimum
Moisture
(%)
Max Dry
Weight
(pcf)
Alpha Testing, Inc.
5058 Brush Creek Rd
Fort Worth, TX 76119
www.alphatesting.com
TBPE Firm No. 813
In-Place Nuclear Density
Test Report
Material Description/ClassificationMat.
No.
Proctor
Report No.
Client:Grapevine - Colleyville ISD Service Date:08/13/2018
Grapevine, Texas Page Number:1 1
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.
3Brown and Sandy Clay 16.7 107.1 -111 95
Percent
Moisture
(%)
Percent
Compaction
(%)
Mat.
No.
Probe
Depth
(in.)
Wet
Density
(pcf)
Dry
Density
(pcf)
General Location
Area:Retaining Wall
Field Test Data
Test
No.Test Location Lift/
Depth
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
(D):1889 (M):503
Remarks:
Model:H5001 EZManufacturer:Humboldt Standard Count:
Tim Begole Sr.
Respectfully Submitted,
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
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)
Serial No:1246