HomeMy WebLinkAboutAlpha Testing - 7/19/2018 (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.
127.8
(M):640Standard Count:
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
98
(D):1989
FG-6.0
Model:3430Serial No:33700 Manufacturer:Troxler
95
Wet
Density
(pcf)
Dry
Density
(pcf)
Probe
Depth
(in.)
Percent
Moisture
(%)
Percent
Compaction
(%)
General Location
Area:Building C Ramp
Field Test Data
Test
No.Test Location Lift/
Depth
Mat.
No.
-1 3Reddish Brown Clayey Sand
Mat.
No.
Optimum
Moisture
(%)
Max Dry
Weight
(pcf)
Proctor
Report No.
1 14.9
Material Description/Classification
F171917
Work Order Number:426755
7/31/2018
Grapevine, TX 76051 Weather:
Mustang Panther Stadium Pkg A & Pkg B Project Number:
Technician:Crawford, Ron
of
Project Specifications
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.
Grapevine, Texas Page Number:1
112.6
30510 Ira E Woods Ave Report Date:
1 40' N and 10' W from SW Corner of Building C Ramp 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:07/19/2018
Clear
Laboratory Data
1
110.5
109.4
15.7
127.1 110.0 15.5
126.7 109.7 15.5
97
97126.1
126.1
98
97
15.3
109.5 15.2
6238' N and 10' W from SW Corner of Building C Ramp FG-5.0 1
6335' N and 10' W from SW Corner of Building C Ramp FG-4.0 1
6
4 30' N and 10' W from SW Corner of Building C Ramp FG-3.0 1 6
5 25' N and 10' W from SW Corner of Building C Ramp FG-2.0 1