HomeMy WebLinkAboutFargo Consultants, Inc. - 3/3/2017 (8)V' k A00 CON %V i.rAWTS. TNO.
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2324 Pabens Rd. • llallas, 'Pcxas 7522:
Tel. 214-352-4100 l'ax_ 214-352-4811
REPORT OF FIELD COMPACTION Page I of 1
Tested For: JLB Partners, LP Date Performed: 3/3/2017
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(01o) Max DD (pcfi DD Range (%) MC Range
3 Light Gray and Tan and Brown SANDY CLAY (mix) 19.3 103.1 95 to 100 0 to +4
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
(pc -0
Moisture
Density
122
FG
WATER LINE WEST OF BLDG. 13 GRID POINT G-19 (NORTH SITE GRID)
5
1025
18.2
96.6
123
FG
WATER LINE WEST OF BLDG. 13 GRID POINT N-19 (NORTH SITE GRID)
5
102.4
18.1
96.5
124
FG
WATER LINE WEST OF BLDG. 3 GRID POINT S-49.7 (SOUTH SITE GRID)
3
99.7
20.3
96.7
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargo Consrrlta Is, Inc.
Test result with asterisk (*), if any, indicates non-compliance to provided guidelines.
01
Ge y' Moore, CET
l arerials 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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