HomeMy WebLinkAboutAlpha Testing - 1/25/2018 (3)This report is in general compliance with one or more of the following technical standards: D6938-15
Respectfully Submitted,
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
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.
Standard Count:(D):1982 (M):628
Remarks:
Model:3440Serial No:27934 Manufacturer:Troxler
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
Field Test Data
Test
No.Test Location Lift/
Depth
Mat.
No.
Probe
Depth
(in.)
Wet
Density
(pcf)
Dry
Density
(pcf)
Percent
Moisture
(%)
Percent
Compaction
(%)
General Location
Area:Retaining Wall
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.
-1 3 95114.9 112.6
Mat.
No.
Optimum
Moisture
(%)
Max Dry
Weight
(pcf)
Proctor
Report No.
of 1
Material Information Laboratory Data Project Specifications
Grapevine, Texas
Project:Mustang Panther Stadium Project Number:F171917
Page Number:1
Technician:Rene Lopez
1/25/2018
Grapevine, TX 76051 Weather:Overcast
349622
Client:Grapevine - Colleyville ISD Service Date:01/22/2018
Alpha Testing, Inc.
5058 Brush Creek Rd
Fort Worth, TX 76119
www.alphatesting.com
TBPE Firm No. 813
In-Place Nuclear Density
Test Report
30510 Ira E Woods Ave Report Date:
Work Order Number:
Material Description/Classification
Reddish Brown Clayey Sand1
1 SW Retaining Wall of Concession Stand, Station 0+50 FG-4.0 1 6
124.8
125.0
124.8
6
6
124.9
2 SW Retaining Wall of Concession Stand, Station 0+51 FG-4.0 1 6
3 SW Retaining Wall of Concession Stand, Station 0+80 FG-4.0 1 95124.6
108.7 15.0
6
97
108.0 15.6 96
107.3 16.1
5 SW Retaining Wall of Concession Stand, Station 1+30 FG-4.0 1
4 SW Retaining Wall of Concession Stand, Station 0+81 FG-4.0 1
97
107.8 15.8 96
124.7 109.0 14.4
66SW Retaining Wall of Concession Stand, Station 1+31 FG-4.0 1 108.6 15.0 96