HomeMy WebLinkAboutFargo Consultants, Inc. - 2/9/20172324 Fabens Rd- • Dalluet Texas 7522;
PARDO CONSULTANTS. 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. MC(%) Max DD (pcfi DD Range (%) MC Range
3
Light Gray and Tan and Brown SANDY CLAY (mix)
19.3 103.1
93 to 98
at least +4
4
Dark Brown and Tan and reddish Brown CLAY (mix)
22.4 96.8
93 to 98
at least +4
Field Test Results
Test
Elevation
Proctor
DryDensity
Percent Percent
No.
/Lift
Location
No
(pcfi
Moisture Density
744
6TH
BLDG. PAD 12 GRID POINT M.5-29 (N. SITE GRID)
4
90.6
27.6 93.6
745
6TH
BLDG. PAD 12 GRID POINT M.1-31.3 (N. SITE GRID)
4
92.4
26.8 95.5
746
5TH
BLDG. PAD 13 GRID POINT M-21.4 (N. SITE GRID)
3
97.2
24.1 94.3
747 5TH BLDG. PAD 13 GRID POINT M-23.5 (N. SITE GRID) 4 91.8 26.4 94.8
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargo onsultatnts, 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. // �
Ga Moore, CET
aterials 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 arc 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
www.dallasfarigo.com