HomeMy WebLinkAboutFargo Consultants, Inc. - 2/9/2017 (6)R'117 30Qdzw�_ D 2324 Fabens Rd. ' Dallas "Texas 7522;
FAARGCONS ULTarrxs, INC, Tel, 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page I of 1
Tested For: JLB Partners, LP Date Performed: 2/9/2017
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. W(%) Max DD (pcj) DD Range (%) MC Range
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
24 7TH WEST PARKING LOT AREA GRID POINT H-6 (NORTH SITE GRID)
5
101.4 18.6
95.6
25 7TH WEST PARKING LOT AREA GRID POINT 1A-5 (SOUTH SITE GRID)
5
101.2 20.5
95.4
26 7TH WEST PARKING LOT AREA GRID POINT X-5 (SOUTH SITE GRID)
5
1034 20.1
97.5
27 1ST WEST PARKING LOT AREA GRID POINT Y-3 (SOUTH SITE GRID)
5
102 20.1
96.1
Source of Compaction Requirements: Geotechnical Report
Respectfully Submitted,
Fargonulla U, 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.
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/
Ga Moore, CET
aterials Testing Division
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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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