HomeMy WebLinkAboutAlpha Testing - 11/2/2018approval. 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.
124.9
(M):8810Standard Count:
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
97
(D):30639
FG-2.0
Model:MC-3Serial No:30166 Manufacturer:Instrotek
9893
Wet
Density
(pcf)
Dry
Density
(pcf)
Probe
Depth
(in.)
Percent
Moisture
(%)
Percent
Compaction
(%)
General Location
Area:Utilities
Field Test Data
Test
No.Test Location Lift/
Depth
Mat.
No.
2 6Brown and Tan Sandy Clay
Mat.
No.
Optimum
Moisture
(%)
Max Dry
Weight
(pcf)
Proctor
Report No.
1 16.7
Material Description/Classification
F171917
Work Order Number:471942
12/10/2018
Grapevine, TX 76051 Weather:
Mustang Panther Stadium Pkg A & Pkg B Project Number:
Technician:Crosby, Kelly
of
Project Specifications
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.
Grapevine, Texas Page Number:1
107.1
30510 Ira E Woods Ave Report Date:
1 30' S and 20' W from NE Corner of Westside Retaining Wall 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
Project:
Service Date:11/02/2018
Clear
Laboratory Data
3
104.4
105.2
19.6
123.6 103.6 19.3
124.1 103.1 20.4
98125.1
97
96
18.9
6240' S and 40' W from NE Corner of Westside Retaining Wall FG-2.0 1
6330' S and 15' W from NE Corner of Westside Retaining Wall FG-1.0 1
4 35' S and 20' W from NE Corner of Westside Retaining Wall FG-1.0 1 6