HomeMy WebLinkAboutFargo Consultants, Inc. - 3/21/2017 (4)I� 2324 Fabens Rd. • Dallas, Texas 75225
Fran o CONSUI.TANTS,Jnu. Tel, 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page I of I
Tested For: JLB Partners, LP Date Performed: 3/21/2017
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-5001EZ
Probe Depth: 12 Inches
Moisture -Density Relations
Proctor No. Material Description Opt. MC(%) Max. DD (pcj) DD Range (%) MC Range
5 Reddish Brown SANDY CLAY with Brown and Tan CLAY (mix) 16.8
8 Reddish Brown and Tan CLAYEY SAND 13
Test Elevation
No. /Lift
Location
Field Test Results
153 FG -1' WATER LINE GRID POINT S.5-22 (NORTH SITE GRID)
154 FG WATER LINE GRID POINT S.5-22 (NORTH SITE GRID)
106.1 95 to 100 0 to +4
115 Min. 95 -2 to +2
Proctor
DryDensity
Percent
Percent
No
(pcf)
Moisture
Density
8
114.2
15
99.3
5
105.6
17
99.5
155 FGA' WATER LINE GRID POINT M.5-19 (NORTH SITE GRID) 5 100.9 18.9 95.1
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargo Consultants, lnr.
Test result with asterisk (*), if any, indicates non-compliance to provided guidelines.
Test locations are referenced using an in-house system and are approximate.
G y Moore, CET
Yaterials 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. fest 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 'l'esting • Environmental Services
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