HomeMy WebLinkAboutFargo Consultants, Inc. - 5/17/2017 (4)F. ;'-_G_0_
Fq rt[:O CONS UI.TANT&, INC
2324 Fabcns Rd. - Dallas,'1'cxas 75225
'fel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page 1 of I
Tested For: JLB Partners, LP Date Performed: 5/17/2017
Project Name: Grapevine Bluff Apartments Fargo Job No. M16-4962
Grapevine, Texas
Density and Moisture: Per ASTM D-6938 Gauge Manufacturer: Humboldt
Test Mode: Direct Transmission Gauge Model: HS -5001 EZ
Probe Depth: 12 Inches
Moisture -Density Relations
Proctor No. Material Description Opt. MC(%) Max. DD (pcfi DD Range (%) MC Range
5 Reddish Brown SANDY CLAY with Brown and Tan CLAY (mix) 16.8 106.1 95 to 100 0 to +4
8 Reddish Brown and Tan CLAYEY SAND 13 115 Min. 95 -2 to +2
Field Test Results
Test Elevation
No. /Lift Location
189 FG -4' SANITARY SEWER LINE SS -6 MANHOLE STATION 4+66
190 FG -7' SANITARY SEWER LINE SS -6 STATION 5+60
Source of Compaction Requirements: Geotechnical Report
Test result with asterisk (*), if any, indicates non-compliance to provided guidelines,
Proctor DryDensity
No (P C'0
8 111.7
5 104
Percent Percent
Moisture Density
13.6 97.1
18.1 98
Respectfully Submitted,
Fa V Consit
tf tants, �Inc L
Ga Moore, CET
ateritrls Testing Division
The information and results shown on this report are for the exclusive use of the client and the client's designated recipients on file in our office. Test results are based
on data obtained from specific samples tested at particular locations noted and are not indicative of the qualities of apparently identical or similar specimens, composition,
performance, etc. The use of our name and test results must receive our written approval. Reports must be reproduced in their entirety.
Geotechnical Engineering • Construction Materials Testing • Environmental Services
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