HomeMy WebLinkAboutFargo Consultants, Inc. - 4/21/2017 (2)�r1%7 L7�
v'o CONSULTANTS, INC,
2324 P'abcns Rd. • Dallas,'1'exas 75225
'fel. 214-352-4100 Pax. 214-352-4811
REPORT OF FIELD COMPACTION Page I of I
Tested For: JLB Partners, LP Date Performed: 4/21/2017
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 (pcfi DD Range (%) MC Range
8 Reddish Brown and Tan CLAYEY SAND 13 115 Min 95 0 to +4
Field Test Results
Test Elevation
No. ILift Location
179 FG -1' WATER LINE GRID POINT S-43 (NORTH SITE GRID)
180 FG WATER LINE GRID POINT S-43 (NORTH SITE GRID)
Source of Compaction Requirements: Geotechnical Report
Test result with asterisk (*), if any, indicates non-compliance to provided guidelines.
Proctor
DryDensity
No
(pcfi
8
109.4
8
110.9
Percent Percent
Moisture Density
16.3 95.1
15.7 96.4
Respectfully Submitted,
Fargo Cprtsullt1tts, Inc.
7 / I t!V
Moore, CET
rials 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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