HomeMy WebLinkAboutFargo Consultants, Inc. - 4/1/2017 (5)OO
gnrtco cbxrcua:rnNz ti, INC,
2324 Fabens Rd. • Dallas, "Texas 75225
Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page 1 of I
Tested For: JLB Partners, LP Date Performed: 4/1/2017
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 -5001 EZ
Probe Depth: 12 Inches
Moisture -Density Relations
Proctor No. Material Description Opt. MC(%) Max DD (pct 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
Source of Compaction Requirements: Geotechnical Report
Test result with asterisk (*), if any, indicates non-compliance to provided guidelines.
Proctor DryDensity
No
(pcf)
Field Test Results
Test
Elevation
103
5
104.3
Location
No.
ILift
105.4
161
FG -1'
SANITARY SEWER LINE SS6 MANHOLE STATION 7+63 N. QUAD
162
FG -8'
SANITARY SEWER LINE SS6 MANHOLE STATION 2+38 W. QUAD
163
FG -7'
SANITARY SEWER LINE SS6 MANHOLE STATION 2+38 N. QUAD
164
FG -6'
SANITARY SEWER LINE SS6 MANHOLE STATION 2+38 E. QUAD
165
FG -5'
SANITARY SEWER LINE SS6 MANHOLE STATION 2+38 S. QUAD
166
FG
SANITARY SEWER LINE SS6 MANHOLE STATION 7+63 S. QUAD
167
FG -4'
SANITARY SEWER LINE SS6 MANHOLE STATION 2+38 N. QUAD
168
FG -3'
SANITARY SEWER LINE SS6 MANHOLE STATION 2+38 E. QUAD
169
FG -2'
SANITARY SEWER LINE SS6 MANHOLE STATION 2+38 S QUAD
Source of Compaction Requirements: Geotechnical Report
Test result with asterisk (*), if any, indicates non-compliance to provided guidelines.
Proctor DryDensity
No
(pcf)
5
106
5
103
5
104.3
5
103.5
5
105.4
5
104.5
5
104.2
5
103.8
5
104
Percent Percent
Moisture Density
16.8 99.9
20.8 97.1
19.6 983
19.2 97.5
19.1 99.3
16.9 98.5
17.2 98.2
18 97.8
17.6 98
Respectfully Submitted,
Fargo onsrr ants, Inc.
GrGlf
Gr y Moore, CET
aterials 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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