HomeMy WebLinkAboutAlpha Testing - 3/5/2018 (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,
(M):460
93
Remarks:
Serial No:2821 Manufacturer:Humboldt
Percent
Moisture
(%)
Model:5001EZ Standard Count:(D):2550
Mat.
No.
Probe
Depth
(in.)
Wet
Density
(pcf)
Dry
Density
(pcf)
Percent
Compaction
(%)
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
1 14.9 112.6
95 100
2 15.8
-2 31Reddish Brown Clayey Sand 10095
2 6 932 98
3 16.7 107.1 -2 33
Work Order Number:
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.Material Description/Classification
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:Partly Cloudy
366407
3/7/2018
Client:Grapevine - Colleyville ISD Service Date:03/05/2018
122.4 101.1
1
Technician:Abbott, Jason
Material Information Laboratory Data
4 Station 0+15 FG-1.0 4
Red Sandy Clay
Brown and Tan Sandy Clay
Brown
110.5
General Location
Area:Retaining Wall
6 93 98415.8 109.1 24
Field Test Data
Test
No.Test Location Lift/
Depth
1 Station 0+15 FG-2.0 4
65Station 0+55 FG-1.0 4
6
6 Station 0+95 FG-1.0 4 6
3 Station 0+95 FG-1.0 4 6
2 Station 0+55 FG-2.0 4
21.1
6
123.8 102.3
123.2
6
21.0
101.2 21.7 93
123.6 101.6
94
123.8
101.5 21.2123.0
102.0 21.4
21.7 93
93
93