HomeMy WebLinkAboutAlpha Testing - 7/31/2018 (3)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.
124.6
(M):644Standard Count:
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
100
(D):1831
FG
Model:3440Serial No:Manufacturer:Troxler
95
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.
-1 3Brown and Tan Sandy Clay
Mat.
No.
Optimum
Moisture
(%)
Max Dry
Weight
(pcf)
Proctor
Report No.
1 16.7
Material Description/Classification
F171917
Work Order Number:432128
8/7/2018
Grapevine, TX 76051 Weather:
Mustang Panther Stadium Pkg A & Pkg B Project Number:
Technician:Guerrero, Victor
of
Project Specifications
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.
Grapevine, Texas Page Number:1
107.1
30510 Ira E Woods Ave Report Date:
1 5' N and 5' E from NW Corner of Building C, Area 9 1 12
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:07/31/2018
Clear
Laboratory Data
3
107.2 16.2
124.5 106.1 17.3 9912225' S and 5' W from NW Corner of Building C, Area 9 FG 1