HomeMy WebLinkAboutFargo Consultants, Inc. - 2/21/2017 (4)V�
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2324 Fabens Rd. • Dallas, 'Texas 75225.
Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page 1 of 1
Tested For: JLB Partners, LP Date Performed: 2/21/2017
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(%) Mam 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 Proctor DryDensity Percent Percent
No. /Lift Location No (pcfi Moisture Density
59 FG -5' WATER LINE GRID POINT P-22 (SOUTH SITE GRID) 1 103.4 18.9 98
60 FG -4' WATER LINE GRID POINT Q-22 (SOUTH SITE GRID) 3 98.1 19.3 95.2
61 FG -3' WATER LINE GRID POINT R-22 (SOUTH SITE GRID) 1 104.2 19.1 98.8
62 FG -2' WATER LINE GRID POINT S-22 (SOUTH SITE GRID) 3 98.7 21.9 95.7
63 FG -1' WATER LINE GRID POINT P-22 (SOUTH SITE GRID) 1 102.5 19 97.2
64 FG WATER LINE GRID POINT Q-22 (SOUTH SITE GRID) 1 103.2 19.5 97.8
65 FG -2' WATER SERVICE LINE 10'W. FROM N.W. CORNER OF BLDG. 18 1 104.2 20.5 98.8
66 FG -1' WATER SERVICE LINE 10'W. FROM N.W. CORNER OF BLDG, 18 1 104.6 19.4 99.1
67 FG -8' SANITARY SEWER LINE SS -3 STATION 0+80 3 98.6 21.9 95.6
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
lFargoo s iuttts, Inc.
Test result with asterisk (*), if any, indicates non-compliance to provided guidelines.
Test locations referenced grid point are using an in-house system and are Zee
approximate. eat"Orials
Moore, CET
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
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