HomeMy WebLinkAboutAlpha Testing - 5/1/2018 (3)6 125.1 105.3 18.8
17.3 99
18.4
17.9 99
100
96
97
17.4
106.3
102.2 18.5 95
3 Retaining Wall 9A Backfill, Station1+75 FG-1.5 1 6
2
4 Retaining Wall 9A Backfill, Station1+75
8 Retaining Wall 9A Backfill, Station 2+60 FG 1
1 Retaining Wall 9A Backfill, Station1+75 FG-2.5
6
6
Retaining Wall 9A Backfill, Station1+75 FG 2
5
FG-1.0 1 6
2
1
7 Retaining Wall 9A Backfill, Station 2+60 FG-0.5 1
6
Technician:Gasigwa, Ignace(Baziga)
122.1 104.1
Retaining Wall 9A Backfill, Station1+75 FG-0.5
6
6
6 17.3
105.8
121.1Retaining Wall 9A Backfill, Station1+75 FG-2.0 1
127.0
107.9
124.1
Mustang Panther Stadium Pkg A & Pkg B Project Number:F171917
30510 Ira E Woods Ave Report Date:
112.6
391868Work Order Number:
Grapevine, TX 76051 Weather:Cloudy
Project:
1
Laboratory Data
Moisture
Min. (%) Max.
Compaction
Min. (%) Max.
Project Specifications
5/7/2018
Client:Grapevine - Colleyville ISD Service Date:05/01/2018
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
Reddish Brown Clayey Sand
95
Percent
Compaction
(%)
1 16.7 107.1
2 14.9 -1 3 951
3 Brown and Tan Sandy Clay -1 3
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.
97
Model:3430 Standard Count:(D):2479 (M):668
125.3
126.7
108.8 16.7
126.2 106.6
98
Serial 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