HomeMy WebLinkAboutFargo Consultants, Inc. - 2/20/2017 (3)VMWO CONSULTANTS. IMQ.
2324 Fabens Rd. • Dallas, Texas 75229
Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page I of I
Tested For: JLB Partners, LP Date Performed: 2/20/2017
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(Vo) Max. DD (pcfi DD Range (%) MC Range
3 Light Gray and Tan and Brown SANDY CLAY (mix) 19.3 103.1 95 to 100 0 to +4
Field Test Results
Test
Elevation
Proctor
DryDensity
Percent
Percent
No.
ILift Location
No
(pcfi
Moisture
Density
63
SG PARKING LOT GRID POINT X.5-22 N. QUAD
3
102.5
21.2
99.4
64
SG PARKING LOT GRID POINT W 5-23 N. QUAD
3
101.6
22.1
98.5
Source of Compaction Requirements: Geotechnical Report
Respectfully Submitted,
Test result with asterisk (*), if any, indicates non-compliance to provided guidelines. Farno .onsult aw, Inc.
Test locations are referenced using an in-house system and are approximate.
Ga Moore, CET
analger, CMT 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 approvat Reports must be reproduced in their entirety.
Geotechnical Engineering • Construction Materials Testing • Environmental Services
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