HomeMy WebLinkAboutFargo Consultants, Inc. - 2/10/2017 (3)■ R_700 2324 Fabens Rd. • Dallas, Texas 75225
FAiCC.O CONSULTANTS, INC. Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page I of I
Tested For: JLB Partners, LP Date Performed: 2/10/2017
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(Yo) Max DD (pcf) DD Range (%) MC Range
1 Light Gray SANDY CLAY 18.9 105.5 95 to 100 0 to +4
2 Light Gray CLAYEY SAND and gravel intermixed 10.2 116.4 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 (pcf) Moisture Density
28 SG FIRE LANE GRID POINT R-13 (SOUTH SITE GRID) 2 110.8 11.3 95.2
29 SG FIRE LANE GRID POINT R-20 (SOUTH SITE GRID) 2 112.5 13.6 96.6
30 SG FIRE LANE GRID POINT V.3-14 (SOUTH SITE GRID) 1 104.7 18.9 99.2
31 SG FIRE LANE GRID POINT V.3-19 (SOUTH SITE GRID) 2 111 12.5 95.4
32 2ND FIRE LANE GRID POINT H-8 (NORTH SITE GRID) 5 101.7 19.1 95.9
33 8TH FIRE LANE GRID POINT K-8 (NORTH SITE GRID) 5 103.9 17 97.9
34 8TH FIRE LANE GRID POINT G-8 (NORTH SITE GRID) 5 104 18.8 98
35 8TH FIRE LANE GRID POINT 1-8 (NORTH SITE GRID) 5 102.2 19.3 96.3
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargo 9finsuftents, Inc.
Test result with asterisk (*), if any, indicates non-compliance to provided guidelines.
* *REVISED REP ORT* * `�"
Revised Report to reflect correct location for test #32-35 Ga Moore, CET
Test locations are referenced using an in-house system and are approximate. 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. 'fest 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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