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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
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)
Respectfully Submitted,
676
Remarks:
Standard Count:(D):2474 (M):Serial No:32453 Manufacturer:Troxler Model:3430
Gauge Information Non-compliant results are indicated by an asterisk(*) if
applicable.
95
Percent
Compaction
(%)
General Location
Area:Retaining Wall Backfill
Field Test Data
Test
No.Test Location Lift/
Depth
Wet
Density
(pcf)
Dry
Density
(pcf)
Percent
Moisture
(%)
Mat.
No.
Probe
Depth
(in.)
15.8 109.1 24Brown Sandy Clay
Proctor
Report No.
98936
Optimum
Moisture
(%)
Max Dry
Weight
(pcf)
Mat.
No.
Moisture
Min. (%) Max.
1 of
Project:Mustang Panther Stadium Pkg A & Pkg B Project Number:F171917
Technician:Gasigwa, Ignace(Baziga)
1
Material Information Laboratory Data Project Specifications
Grapevine, Texas Page Number:
Compaction
Min. (%) Max.Material Description/Classification
1
Grapevine, TX 76051
6/19/2018
Client:Grapevine - Colleyville ISD Service Date:06/14/2018
Weather:Clear
Alpha Testing, Inc.
5058 Brush Creek Rd
Fort Worth, TX 76119
www.alphatesting.com
TBPE Firm No. 813
In-Place Nuclear Density
Test Report
Work Order Number:411108
30510 Ira E Woods Ave Report Date:
FG-3.0 1 6 123.3
123.2 103.6
103.9
6 18.91Retaining Wall 9A Backfill, Station 3+25 FG-3.5 1
2 Retaining Wall 9A Backfill, Station 3+25 18.7 95