HomeMy WebLinkAboutFargo Consultants, Inc. - 5/24/2017 (5)matm�E�,�aw 2324 Fabens Rd. Dallas, Texas 7522:
FAF.09 CONSVETAxrs, Mg. 'fel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page I of I
Tested For: JLB Partners, LP Date Performed: 5/24/2017
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
5 Reddish Brown SANDY CLAY with Brown and Tan CLAY (mix) 16.8 106.1 95 to 100 0 to +4
Field Test Results
Test
Elevation
Proctor
DryDensity Percent
Percent
No.
ILift
Location
No
(pcf) Moisture
Density
214
FG -2'
SANITARY SEWER LINE SS -6 MANHOLE STATION 4+66 N. QUAD.
5
103.5 17.5
97.5
215
FG -1'
SANITARY SEWER LINE SS -6 MANHOLE STATION 4+66 W. QUAD
5
104 17
98
216
FG
SANITARY SEWER LINE SS -6 MANHOLE STATION 4+66 S. QUAD_
5
103.1 18.1
97.2
217
FG -2'
STORM DRAIN LINE I STATION 6+00
5
101.8 18.4
95.9
218
FG -1'
STORM DRAIN LINE I STATION 6+00
5
102.1 18
96.2
219
FG
STORM DRAIN LINE I STATION 6+00
5
102.7 17.6
96.8
Source of Compaction Requirements: Geotechnical Report
Respectfully Submitted,
Fargo ott."re trGs, Inc.
Test result with asterisk (*), if any, indicates non-compliance to provided guidelines.
_-7
7
ry Moore, CET
Materials 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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