HomeMy WebLinkAboutFargo Consultants, Inc. - 4/14/2017 (2)■ ■r—,9070 2324 Fabens Rd. • Dallas, 'Texas 75225
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FARGO coxsurNArvxs, irrc, Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page 1 of 1
Tested For: JLB Partners, LP Date Performed: 4/14/2017
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: 8 Inches
Moisture -Density Relations
Proctor No. Material Description Opt. MC(%) Max. DD (pcfi DD Range (%) MC Range
8 Reddish Brown and Tan CLAYEY SAND 13 115 Min. 95 0 to +4
Field Test Results
Test Elevation
Proctor
DryDensity Percent
Percent
No. /Lift Location
No
(p c Moisture
Density
191 FG FIRE LANE GRID POINT N.5-14 (SOUTH SITE GRID)
8
113.6 14
98.8
192 FG FIRE LANE GRID POINT N.5-23 (SOUTH SITE GRID)
8
112.4 13,1
97.7
193 FG FIRE LANE GRID POINT R-13 (SOUTH SITE GRID)
8
113.2 14.1
98.4
Source of Compaction Requirements: Geotechnical Report
Respec fully Submitted,
Fargo Consultants, Ina
Test result with asterisk (*), if any, indicates non-compliance to provided guidelines.
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Test locations are referenced using an in-house system and are approximate.
J
Dore, CET
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;;�terials 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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