HomeMy WebLinkAboutFargo Consultants, Inc. - 7/25/2017Fn7002324 Fabens Rd. • DLJlos. Texas 7-522c-
Tel.
522:Tel. 214-352-4100 Fax. 214-352-4811
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REPORT OF FIELD COMPACTION Page 1 of I
Tested For: JLB Partners, LP Date Performed: 7/25/2017
Project Name: Grapevine Bluff Apartments Fargo Job No. M16-4962
Gra evine, Texas
Gauge Manufacturer: Humboldt
Density and Moisture: Per ASTM D-6938
Gauge Model: HS-SOOIEZ
Test Mode: Direct Transmission
Probe Depth: 8 Inches
Moisture -Density Relations
Proctor No.
Material Description Opt. MC(yo) Max. DD (pcj) DD Range (%) MC Range
2 Light Gray CLAYEY SAND and gravel intermixed 10.2 116.4 95 to 100 0 to +4
Field Test Results
Test Elevation Proctor DryDensity Percent Percent
Location No (pcfi Moisture Density
No. ILift
217 SG FIRE LANE (1-7) GRID POINT X-46 (S SITE GRID) 2 111.5 11.6 95.8
218 SG FIRE LANE (L7) GRID POINT V-49 (S SITE GRID) 2 116 12.6 99.7
219 SG FIRE LANE (1-7) GRID POINT 0-48 (S SITE GRID) 2 114.2 11.2 98.1
220 SG FIRE LANE GRID POINT N 5-45 IS SITE GRID) 2 111.5 10.8 95.8
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargo ortsultartts, 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.
ay Moore, CET
Materials Testing Division
The information and results shown on this report arc for the exclusive tine 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 rceehe our written approval. Reports must be reproduced in their entirety.
Geotechnical Engineering • Constmction Materials Testing • Environmental Services
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