HomeMy WebLinkAboutFargo Consultants, Inc. - 1/12/2017 (2)41mG0 2324 Faberns Rd. - Dallas, Texas 7522;
FARO 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: 1/12/2017
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
5 Reddish Brown SANDY CLAY with Brown and Tan CLAY (mix) 16.8 106.1 93 to 98 at least +4
Field Test Results
Test Elevation Proctor DryDensity Percent Percent
No. /Lift Location No (pcfi Moisture Density
84 SG BLDG_ PAD 1 GRID POINT T.2-27,4 (S. SITE GRID) 3 96.1 24.3 93.2
85 SG BLDG. PAD 1 GRID POINT T.4-25.7 (S, SITE GRID) 5 99.3 21.9 93.6
86 1ST BLDG. PAD 1 GRID POINT T.3-27 2 (S. SITE GRID) 5 991 21.3 93.4
87 IST BLDG. PAD 1 GRID POINT T.3-25.1 (S. SITE GRID) 5 98.9 21.6 93.2
88 2ND BLDG. PAD 1 GRID POINT T.5-27.8 (S. SITE GRID) 5 99.3 22 93.6
89 2ND BLDG. PAD 1 GRID POINT T.6-25.4 (S. SITE GRID) 5 99.6 21.5 93.9
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargr C'ou •[ ants, Ina
Test result with asterisk (*), if any, indicates non-compliance to provided guidelines.
Test locations are referenced using an in-house system and are approximate.
G ry Moore, (_X:
laterials 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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