HomeMy WebLinkAboutFargo Consultants, Inc. - 5/19/2017 (4)8C70 2324 Fabens Rd. • Dallas, Tcxas 75225
FnFarn aysr�uUTA r 1W rrre. 'Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page I of I
Tested For: JLB Partners, LP Date Performed: 5/19/2017
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. MQ1%) 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
Proctor
DryDensity
Percent
Percent
No.
/Lift
Location
No
(pcfj
Moisture
Density
194
FG -8'
SANITARY SEWER LINE SS -6 STATION 4+00
5
104.2
18.3
98.2
195
FG -7'
SANITARY SEWER LINE SS -6 STATION 4+00
5
105
18
99
196
FG -6'
SANITARY SEWER LINE SS -6 STATION 4+00
5
1038
18.1
97.8
197
FG -5'
SANITARY SEWER LINE SS -6 STATION 4+00
5
104
17.5
98
198
FG -4'
SANITARY SEWER LINE SS -6 STATION 4+00
5
103.9
19.6
97.9
199
FG -3'
SANITARY SEWER LINE SS -6 MANHOLE STATION 4+66 E. QUAD.
8
110.7
14.9
96.3
200
FG -2'
STORM DRAIN LINE I STATION 1+50
5
104.8
20.1
98.8
201
FG -1'
STORM DRAIN LINE I STATION 1+00
5
104.4
19.8
98.4
Source of Compaction Requirements: Geotechnical Report
Respectfully Submitted,
Farry t7ons ltants, Inc.
Test result with asterisk (*), if any, indicates non-compliance to provided guidelines.
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y Moore,
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CET
r
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 Material Te ting • Environmental Services
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