HomeMy WebLinkAboutFargo Consultants, Inc. - 3/29/2017�Gc)
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2324 Fabens Rd. • Dallas, Texas 75225
Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page I of I
Tested For: JLB Partners, LP Date Performed: 3/29/2017
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
Test
Moisture -Density Relations
2
115.6
2
Proctor No.
Material Description Opt. MC(01o) Max DD (pcfi
DD Range (%)
MC Range
1
Light Gray SANDY CLAY 18.9
105.5
95 to 100
0 to +4
2
Light Gray CLAYEY SAND and gravel intermixed 10.2
116.4
95 to 100
0 to +4
3
Light Gray and Tan and Brown SANDY CLAY (mix) 19.3
103.1
95 to 100
0 to +4
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
2
115.6
2
Location
No.
/L ift
5
176
SG
FIRE LANE GRID POINT 0-18.5 (NORTH SITE GRID)
178
SG
FIRE LANE GRID POINT Q-17 (NORTH SITE GRID)
179
SG
FIRE LANE GRID POINT G-8.5 (NORTH SITE GRID)
180
SG
FIRE LANE GRID POINT J-8.5 (NORTH SITE GRID)
181
SG
FIRE LANE GRID POINT 0-11 (NORTH SITE GRID)
182
SG
PARKING AREA GRID POINT Q-10 (NORTH SITE GRID)
Source of Compaction Requirements: Geotechnical Report
Test result with asterisk (*), if any, indicates non-compliance to provided guidelines.
Test locations are referenced using an in-house system and are approximate.
le -
Proctor DryDensity
No
(pcf)
2
115.6
2
114.2
3
99.9
5
105.7
2
112.4
1
105.2
Percent Percent
Moisture Density
14.1 99.3
13.9 98.1
21.4 96.9
18.4 99.6
14 96.6
18.9 99.7
Respectfully Submitted,
Farg ousu tants, .Inc.
!�Y
Ctry 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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