HomeMy WebLinkAboutAlpha Testing - 6/20/2018 (2)103.9 18.7 95
1 Retaining Wall 9A Backfill, Station 3+25 FG-0.5
62
1
Technician:Gasigwa, Ignace(Baziga)
123.2 103.66 18.9
123.3Retaining Wall 9A Backfill, Station 3+25 FG 1
Mustang Panther Stadium Pkg A & Pkg B Project Number:F171917
30510 Ira E Woods Ave Report Date:
413825Work Order Number:
Grapevine, TX 76051 Weather:Mostly Cloudy
Project:
1
Laboratory Data
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.
Project Specifications
6/26/2018
Client:Grapevine - Colleyville ISD Service Date:06/20/2018
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 of
Mat.
No.
Optimum
Moisture
(%)
Max Dry
Weight
(pcf)
Proctor
Report No.Material Description/Classification
Material Information
9893
Percent
Compaction
(%)
1 15.8 109.14Brown Sandy Clay 2 6
Field Test Data
General Location
Area:Retaining Wall Backfill
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
Probe
Depth
(in.)
Wet
Density
(pcf)
Dry
Density
(pcf)
Percent
Moisture
(%)
Test
No.Test Location Lift/
Depth
Mat.
No.
95
Model:3430 Standard Count:(D):2487 (M):664Serial No:32453 Manufacturer:Troxler
Remarks:
Respectfully Submitted,
Tim Begole Sr.
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