HomeMy WebLinkAboutFargo Consultants, Inc. - 3/11/2017 (5)FEDI -700
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2324 Fabens Rd.''Dallas,'Fexas 7522;
Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page I of I
Tested For: JLB Partners, LP Date Performed: 3/11/2017
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. MQ1%) Max. DD (pc) 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
Location
No.
/L ift
102.6
144
FG -2'
WATER LINE GRID POINT J-8.5 (NORTH SITE GRID)
145
FG -1'
WATER LINE GRID POINT H-8.5 (NORTH SITE GRID)
146
FG
WATER LINE GRID POINT J-8.5 (NORTH SITE GRID)
147
FG -1'
WATER LINE GRID POINT H-8.5 (NORTH SITE GRID)
148
FG
WATER LINE GRID POINT P-12 (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.
Proctor DryDensity
No
(pcf)
5
105.1
5
102.6
5
104.2
5
105.3
5
105
Percent Percent
Moisture Density
19 99.1
18.4 96.7
20.7 98.2
18.5 99.2
19.8 99
Respectfully Submitted,
Fargo C /su�ltanF , tnr-
Gar 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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