HomeMy WebLinkAboutAlpha Testing - 1/18/2018Standard Count:
Respectfully Submitted,
Tim Begole Sr.
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):30567 (M):9120
Remarks:
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
Serial No:30166 Manufacturer:CPN Model: 5001P
Field Test Data
Test
No.Test Location Lift/
Depth
Mat.
No.
Probe
Depth
(in.)
Wet
Density
(pcf)
Dry
Density
(pcf)
Percent
Moisture
(%)
Percent
Compaction
(%)
General Location
Area:
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.
98693115.8 109.1 24Brown Clay
Project Specifications
Grapevine, Texas Page Number:
Mat.
No.
Optimum
Moisture
(%)
Max Dry
Weight
(pcf)
Proctor
Report No.Material Description/Classification
Technician:Scott, Clinton
Material Information Laboratory Data
1 of 1
Work Order Number:347965
Project:Mustang Panther Stadium Project Number:F171917
30510 Ira E Woods Ave Report Date:1/22/2018
Grapevine, TX 76051 Weather:Clear
Client:Grapevine - Colleyville ISD Service Date:01/18/2018
Alpha Testing, Inc.
5058 Brush Creek Rd
Fort Worth, TX 76119
www.alphatesting.com
TBPE Firm No. 813
In-Place Nuclear Density
Test Report
1 Retaining Wall 1 Station 2+40 FG-5.0 1
1 12
5 Retaining Wall 1 Station 1+20
Retaining Wall 1 Station 2+40 FG-4.0 123.7
125.9 106.9 17.812
97
98
3 Retaining Wall 1 Station 1+20 FG-7.0 1 12
2
124.5
124.3 105.3 18.0
104.3 18.6 96
98FG-5.0 1 12
4 Retaining Wall 1 Station 1+20 FG-6.0 1 12
125.9 106.7 18.0
104.9 18.7 96