HomeMy WebLinkAboutFargo Consultants, Inc. - 3/16/2017F/ 0 2324 Pabens Rd. • Dallas Tcxas 75225
VA RC; 0 O0 N RUI.TAN T H, YNO. Tel. 214-352-4100 Y ax. 214-352-4811
REPORT OF FIELD COMPACTION Page 1 of I
Tested For: JLB Partners, LP Date Performed: 3/16/2017
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(Yo) Max DD (pci DD Range (%) MC Range
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
Proctor DryDensity Percent
Percent
No. ILift Location
No
(pcfi Moisture
Density
170 2ND PARKING AREA GRID POINT X-40 (SOUTH SITE GRID)
5
101.3 20.2
95.5
171 2ND FIRE LANE GRID POINT Z-40 (SOUTH SITE GRID)
5
102.6 19.4
96.7
172 2ND FIRE LANE GRID POINT W-44 (SOUTH SITE GRID)
5
103.8 18.6
97.8
173 2ND FIRE LANE GRID POINT U-42 (SOUTH SITE GRID)
5
103.3 19.9
97.4
174 SG FIRE LANE GRID POINT R-42 (SOUTH SITE GRID)
3
101.5 20.2
98.4
175 SG PARKING AREA GRID POINT 0-40 (SOUTH SITE GRID)
3
100.1 20.9
97.1
Source of Compaction Requirements: Geotechnical Report
Respectfully Submitted,
Farg Consultants, Inc.
Test result with asterisk (*), if any, indicates non-compliance to provided guidelines.
Test locations are referenced using an in-house system and are approximate.
=oore,
my 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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