HomeMy WebLinkAboutAlpha Testing - 7/24/2018 (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.
1 6
126.1
(M):8932Standard Count:
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
1
96
Level 2 Retaininng Wall at SW Corner FG
(D):31252
FG-1.5
Model:MC-3Serial No:30166 Manufacturer:Instrotek
9893
Wet
Density
(pcf)
Dry
Density
(pcf)
Probe
Depth
(in.)
Percent
Moisture
(%)
Percent
Compaction
(%)
General Location
Area:Retaining Wall
Field Test Data
Test
No.Test Location Lift/
Depth
Mat.
No.
2 6Brown Sandy Clay
Mat.
No.
Optimum
Moisture
(%)
Max Dry
Weight
(pcf)
Proctor
Report No.
1 15.8
Material Description/Classification
F171917
Work Order Number:429015
8/2/2018
Grapevine, TX 76051 Weather:
Mustang Panther Stadium Pkg A & Pkg B Project Number:
Technician:Crosby, Kelly
8
of
Project Specifications
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.
Grapevine, Texas Page Number:1
7
109.1
30510 Ira E Woods Ave Report Date:
1 Level 2 Retaininng Wall at SW Corner 1 6
6
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
Level 2 Retaininng Wall at SW Corner FG-0.5
Project:
Service Date:07/24/2018
Clear
Laboratory Data
4
Level 2 Retaininng Wall at SW Corner FG
104.8
104.0
103.6
6
20.3
125.3 104.9 19.4
126.1 105.3 19.8
95
95
95
95123.8
122.9
96
97
18.6
103.1 20.1
62Level 2 Retaininng Wall at SW Corner FG-1.5 1
63Level 2 Retaininng Wall at SW Corner FG-1.0 1
6
4 Level 2 Retaininng Wall at SW Corner FG-1.0 1 6
5 Level 2 Retaininng Wall at SW Corner FG-0.5 1
123.4
123.2
122.1 103.6 17.9 95
103.3 19.3
18.7