HomeMy WebLinkAboutFargo Consultants, Inc. - 3/8/2017 (5)af MG Q
VAndb 0ONS .VA NTS. INC.
2324 Fabens Rd. 13n1la5 Texas 7522:_
'Fel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page I of 1
Tested For: JLB Partners, LP Date Performed: 3/8/2017
Project Name: Grapevine Bluff Apartments Fargo Job No. M16-4962
Grapevine, Texas T
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(016) Max DD (pcfi 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
3
100
1
Location
No.
/L ift
128
FG -2'
WATER LINE GRID POINT 1-33 8
129
FG -1'
WATER LINE GRID POINT 1-33 8
130
FG
WATER LINE GRID POINT 1-33 8
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
(pcf)
3
100
1
101.8
1
103.1
Percent Percent
Moisture Density
23.1 97
19.2 96.5
18.9 97.7
Respectfully Submitted,
Fargo Consult n1s, Inc.
;GGr Moore, CET
aterials Testing Division
'Ihc 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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