HomeMy WebLinkAboutAlpha Testing - 7/27/2018 (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.
125.0
(M):451Standard Count:
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
96
(D):2520
FG-2.5
Model:5001EZSerial No:2821 Manufacturer:Humboldt
9893
Wet
Density
(pcf)
Dry
Density
(pcf)
Probe
Depth
(in.)
Percent
Moisture
(%)
Percent
Compaction
(%)
General Location
Area:Sidewalk
Field Test Data
Test
No.Test Location Lift/
Depth
Mat.
No.
2 6Red Sandy Clay
Mat.
No.
Optimum
Moisture
(%)
Max Dry
Weight
(pcf)
Proctor
Report No.
1 15.8
Material Description/Classification
F171917
Work Order Number:430429
8/2/2018
Grapevine, TX 76051 Weather:
Mustang Panther Stadium Pkg A & Pkg B Project Number:
Technician:Abbott, Jason
of
Project Specifications
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.
Grapevine, Texas Page Number:1
110.5
30510 Ira E Woods Ave Report Date:
1 15' S and 3' W from NW Corner of Building C 1 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
Project:
Service Date:07/27/2018
Overcast
Laboratory Data
2
105.6 18.4
126.7 106.2 19.3
125.2 105.9 18.2
96
966215' S and 3' W from NW Corner of Building C FG-1.5 1
6315' S and 3' W from NW Corner of Building C FG-0.5 1