HomeMy WebLinkAboutFargo Consultants, Inc. - 5/17/2017 (2)F:�_ GO _
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2324 Fabens Rd. • Dallas, 'Texas 7522;
'Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page 1 of 1
Tested For: JLB Partners, LP Date Performed: 5/17/2017
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
Moisture -Density Relations
Proctor No. Material Description Opt. MC(%) Max DD (pcfi DD Range (%) MC Range
2 Light Gray CLAYEY SAND and gravel intermixed 10.2 116.4 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
Location
No.
/Lift
116.2
207
FG
FIRE LANE GRID POINT N-33 (N. SITE GRID)
208
FG
PARKING AREA GRID POINT L.5-34.5 (N. SITE GRID)
209
FG
FIRE LANE GRID POINT G-33.5 (N. SITE GRID)
210
FG
PARKING AREA GRID POINT J-32 (N. 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.
Proctor DryDensity
No
(pcfi
2
115.9
2
116.2
8
109.4
8
111.8
Percent Percent
Moisture Density
12 99.6
13.4 99.8
13 95.1
13.8 97.2
Respectfully Submitted,
Fargo vnsult ntr, Inc.
C y 1lfnore, 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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