HomeMy WebLinkAboutAlpha Testing - 1/15/201817.6 97124.1
103.7 18.0 95
105.5
104.0 17.9
12
2 Retaining Wall 1, Station 1+20 FG-9.0 1 12
3 Retaining Wall 1, Station 1+20
95
122.4
122.61Retaining Wall 1, Station 1+20 FG-10.0 1 12
FG-8.0 1
Material Description/Classification
Brown Clay
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 Revised:
Work Order Number:
Client:Grapevine - Colleyville ISD Service Date:01/15/2018
347606
Project:Mustang Panther Stadium Project Number:F171917
1/19/2018
Grapevine, TX 76051 Weather:Overcast
Page Number:1
Technician:Scott, Clinton
of 1
15.5 109.1
Mat.
No.
Material Information Laboratory Data
Optimum
Moisture
(%)
Max Dry
Weight
(pcf)
Proctor
Report No.
Project Specifications
Grapevine, Texas
41
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.
982693
General Location
Area:Retaining Wall
Field Test Data
Test
No.Test Location Lift/
Depth
Mat.
No.
Probe
Depth
(in.)
Wet
Density
(pcf)
Dry
Density
(pcf)
Percent
Moisture
(%)
Percent
Compaction
(%)
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
Serial No:30166 Manufacturer:CPN Standard Count:(D):30079 (M):9056
Remarks:
Model: 5001P
Geotechnical Engineering | Construction Materials Testing | Environmental Engineering
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)
Tim Begole Sr.