HomeMy WebLinkAboutAlpha Testing - 10/30/2018Respectfully Submitted,
Serial No:30166
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
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)
(D):30851(M):8972
Tim Begole Sr.
Remarks:
Model:MC-3Manufacturer:Instrotek Standard Count:
Probe
Depth
(in.)
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
General Location
Area:Utilities
Mat.
No.
Field Test Data
Test
No.Test Location Lift/
Depth
Percent
Compaction
(%)
Wet
Density
(pcf)
Dry
Density
(pcf)
982
Client:Grapevine - Colleyville ISD Service Date:10/30/2018
Alpha Testing, Inc.
5058 Brush Creek Rd
Fort Worth, TX 76119
www.alphatesting.com
TBPE Firm No. 813
In-Place Nuclear Density
Test Report
Grapevine, Texas Page Number:1 1
Project Specifications
1 3 936
30510 Ira E Woods Ave Report Date:11/2/2018
Optimum
Moisture
(%)
Max Dry
Weight
(pcf)
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.
Work Order Number:470640
of
Project:Mustang Panther Stadium Pkg A & Pkg B Project Number:F171917
Technician:Crosby, Kelly
Grapevine, TX 76051 Weather:Clear
1
Material Information Laboratory Data
Material Description/ClassificationMat.
No.
Proctor
Report No.
Brown and Tan Sandy Clay 16.7 107.1
6
1 10' S from SW Corner of Grand Stands FG-2.0
Percent
Moisture
(%)
6
6
1
96
95
122.7
121.7
123.3
101.6
102.5 19.7
19.8
122.5 101.4
100.8
20.4
20.2
102.4
121.2
94
94
120.3
95
96
20.8
6
6
6
5
3 10' S from SW Corner of Grand Stands FG 1
100.7 19.510' N from NW Corner of Grand Stands FG
6
2 10' S from SW Corner of Grand Stands FG-1.0 1
4 10' N from NW Corner of Grand Stands FG-2.0 1
10' N from NW Corner of Grand Stands FG-1.0 1