HomeMy WebLinkAboutFargo Consultants, Inc. - 2/24/2017 (5)2324 Pabens Rd. • Dallas Texas 75225
i�Ax,:nr nra of:rANTS; MO. Tel. 214-352-4100 Pax. 214-352-4811
REPORT OF FIELD COMPACTION Page I of 1
Tested For: JLB Partners, LP Date Performed: 2/24/2017
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: 12 Inches
Moisture -Density Relations
Proctor No. Material Description Opt. MC(%) Max DD (pcfi DD Range (%) MC Range
1 Light Gray SANDY CLAY 18.9 105.5 95 to 100 0 to +4
Field Test Results
Test Elevation
Proctor DryDensity Percent
Percent
No. /Lift Location
No (pcfi Moisture
Density
84 FG -2' STORM DRAIN LINE H STATION 0+65
1 100.6 19.2
95.4
85 FG -1' STORM DRAIN LINE H STATION 0+75
1 101.1 18.9
958
86 FG STORM DRAIN LINE H STATION 0+70
1 104.7 19.7
99.2
Source of Compaction Requirements: Geotechnical Report
Respectfully Submitted,
Fargo C'on.sullants, Inc.
Test result with asterisk (*), if any, indicates non-compliance to provided guidelines.
a Moore, CET
aferials 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
www.dallasfarffo.com