HomeMy WebLinkAboutAlpha Testing - 8/22/2018 (2)Serial No:Manufacturer:
Remarks:
Respectfully Submitted,
Troxler Model:3440
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.
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
This report is in general compliance with one or more of the following technical standards: D6938-15
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
(D):1812 (M):644
100+
Standard Count:
16.51Retaining Wall 15, Station 0+30 FG-2.0 1 12
General Location
Area:Retaining Wall
Field Test Data
Test
No.Test Location Lift/
Depth
Mat.
No.
Percent
Compaction
(%)
127.0 109.0
95-1 316.7
Percent
Moisture
(%)
Probe
Depth
(in.)
Wet
Density
(pcf)
Dry
Density
(pcf)
Compaction
Min. (%) Max.
Material Information Laboratory Data
Mat.
No.
Optimum
Moisture
(%)
Max Dry
Weight
(pcf)
Proctor
Report No.
Moisture
Min. (%) Max.Material Description/Classification
1of
Project:
1
Project Specifications
Guerrero, Victor
8/23/2018Report Date:
Service Date:08/22/2018
Alpha Testing, Inc.
5058 Brush Creek Rd
Fort Worth, TX 76119
www.alphatesting.com
TBPE Firm No. 813
In-Place Nuclear Density
Test Report
Work Order Number:
Mustang Panther Stadium Pkg A & Pkg B Project Number:F171917
Client:Grapevine - Colleyville ISD
Clear
30510 Ira E Woods Ave
Grapevine, TX 76051 Weather:
441847
Technician:
Grapevine, Texas Page Number:
107.1Brown and Tan Sandy Clay31
12
4 Retaining Wall 4A, Station 0+30 FG 1 12
5 Retaining Wall 15, Station 0+30 FG 1
107.0 17.5
105.2 17.2
16.4
108.6 16.7
125.7
100+
126.7 100+
123.3
127.3
100
98
109.4
1 12
3 Retaining Wall 15, Station 0+30 FG-1.0 1 12
2 Retaining Wall 4A, Station 0+30 FG-1.0