HomeMy WebLinkAboutAlpha Testing - 2/14/2018 (2)121.7
121.2 98
97
104.5 16.0
104.2 16.8
1 75' S and 2' W from NE Corner of Wall FG-1.0 1 6
2 76' S and 2' W from NE Corner of Wall FG-0.5 1 6
02/14/2018
Alpha Testing, Inc.
5058 Brush Creek Rd
Fort Worth, TX 76119
www.alphatesting.com
TBPE Firm No. 813
In-Place Nuclear Density
Test Report
Weather:Clear
Report Date:2/19/2018
Client:Grapevine - Colleyville ISD Service Date:
Grapevine, TX 76051
30510 Ira E Woods Ave
Work Order Number:360702
Grapevine, Texas Page Number:1
Project Number:
Hedger, Tyler
F171917Project:Mustang Panther Stadium Pkg A & Pkg B
of 1
107.1 -1 3
Max Dry
Weight
(pcf)
Technician:
Project Specifications
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.
95
Material Description/Classification
Brown and Tan Sandy Clay3
Proctor
Report No.
General Location
Area:Retaining Wall Backfill - North
1 16.7
Material Information Laboratory Data
Optimum
Moisture
(%)
Mat.
No.
Wet
Density
(pcf)
Field Test Data
Dry
Density
(pcf)
Test
No.Test Location Lift/
Depth
Percent
Moisture
(%)
Percent
Compaction
(%)
Mat.
No.
Probe
Depth
(in.)
Tim Begole Sr.
Respectfully Submitted,
Remarks:
Model:H5001 EZ (D):2200 (M):400Serial No:2486 Manufacturer:Humboldt
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
Standard Count:
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
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