HomeMy WebLinkAboutFargo Consultants, Inc. - 3/7/2017r/Roo
FARGO CONSULTANTS, IKC.
2324 Fabens Rd. • Dallas, Tcxas 7522:
'1'cl. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page 1 of I
Tested For: JLB Partners, LP Date Performed: 3/7/2017
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:8 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
Fargo nsrrltants, Inc.
Location
No.
ILift
65
FG -3'
FIRE LANE GRID POINT K-8 (NORTH SITE GRID)
67
FG -3'
FIRE LANE GRID POINT G-9 (NORTH SITE GRID)
68
FG -3'
FIRE LANE GRID POINT 1A-11 (SOUTH 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 (P C10
1 104.9
1 105.1
1 104.3
Percent Percent
Moisture Density
20.1 99.4
18.9 99.6
22.2 98.9
'The information and results shown on th s 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.dallasfarfo.com
Respectfully Submitted,
Fargo nsrrltants, Inc.
G ry Moore, CET
laterials Testing Division
'The information and results shown on th s 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.dallasfarfo.com