HomeMy WebLinkAboutFargo Consultants, Inc. - 3/4/2017 (3)R7700 2324 Nabcns Rd. • Dallas Tcxas 7522;
1;A 14 r;0NNuVrAN't's,INC, Tel. 214-352-41001,ax.214-352-4811
REPORT OF FIELD COMPACTION Page 1 of 1
Tested For: JLB Partners, LP Date Performed: 3/4/2017
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. MQ1%) 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
Proctor
DryDensity
Percent Percent
No.
Location
/Lift
No
(pcf)
Moisture Density
125
FG -2' WATER LINE EAST OF BLDG. 1 GRID POINT V 5-38 9 (SOUTH SITE GRID)
3
98.1
19.9 95.2
126
FG -1' WATER LINE EAST OF BLDG. 1 GRID POINT V.5-38 9 (SOUTH SITE GRID)
1
102.2
19.2 96.9
127 FG WATER LINE EAST OF BLDG. 1 GRID POINT V.5-38 9 (SOUTH SITE GRID) 1 101.8 21.3 96.5
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargo o/� ltants, Inc:
Test result with asterisk (*), if any, indicates non-compliance to provided guidelines. 1y��
tom"'!
Moore, CET
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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. Test results are based
on data obtained from specific samples tested at particular locations noted and arc 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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