HomeMy WebLinkAboutFargo Consultants, Inc. - 4/7/2017 (4)r ":ZI70 -
FARPP PPN%uI:1'A N'1'8, INC
2324 Pabens Rd. - Dallas, 'Texas 7522$
Tel. 214-352-4100 Pax. 214-352-4811
REPORT OF FIELD COMPACTION Page 1 of 1
Tested For: JLB Partners, LP Date Performed: 4/7/2017
Project Name: Grapevine Bluff Apartments Fargo Job No. M 16-4962
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 (pcn DD Range (%) MC Range
1 Light Gray SANDY CLAY 18.9 105.5 95 to 100 0 to +4
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 (pcf) Moisture Density
170 FG -1' SANITARY SEWER LINE SS6 MANHOLE STATION 2+38 W. QUAD 3 99.2 23.3 96.2
171 FG SANITARY SEWER LINE SS6 MANHOLE STATION 2+38 S QUAD 3 99 22,7 96
172 FG -7' SANITARY SEWER LINE SS6 MANHOLE STATION 0+75 E. QUAD 3 99.1 21.4 96.1
173 FG -6' SANITARY SEWER LINE SS6 MANHOLE STATION 0+75 S. QUAD 3 98.4 20 95.4
174 FG -5' SANITARY SEWER LINE SS6 MANHOLE STATION 0+75 W. QUAD 3 99.6 21.5 96.6
175 FG -4' SANITARY SEWER LINE SS6 MANHOLE STATION 0+75 N. QUAD 1 103.1 20.8 97.7
176 FG -3' SANITARY SEWER LINE SS6 MANHOLE STATION 0+75 E. QUAD 1 104.3 20.1 98.9
177 FG -2' SANITARY SEWER LINE SS6 MANHOLE STATION 0+75 S. QUAD 1 103.8 19.6 98.4
178 FG -1' SANITARY SEWER LINE SS6 MANHOLE STATION 0+75 W. QUAD 1 105 19.1 99.5
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargo ons tants, Inc.
Test result with asterisk (*), if any, indicates non-compliance to provided guidelines.
ry Moore, 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, 'fest 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. dallas aryo. com