HomeMy WebLinkAboutFargo Consultants, Inc. - 2/8/2017 (3),a 34,
rArtuo COtiRu7TANTS, INC.
2324 Pabens Rd. • Dallas Texas 75225
Tel. 214-352-4100 Pax. 214-352-4811
REPORT OF FIELD COMPACTION Page 1 of 1
Tested For: JLB Partners, LP Date Performed: 2/8/2017
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. MQ0%) Max DD (pcfi 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 (pcfi Moisture Density
15 3RD FIRE LANE GRID POINT K-8 (NORTH SITE GRID) 2 110.6 13.2 95
16 3RD FIRE LANE GRID POINT 1-8 (NORTH SITE GRID) 2 110.8 13.7 95.2
17 4TH FIRE LANE GRID POINT K-8 (NORTH SITE GRID) 1 104.9 18.9 99.4
18 4TH FIRE LANE GRID POINT G-8 (NORTH SITE GRID) 2 110.9 14 95.3
19 5TH FIRE LANE GRID POINT K-8 (NORTH SITE GRID) 1 101.8 18.9 96.5
20 5TH FIRE LANE GRID POINT 1-8 (NORTH SITE GRID) 1 104.1 19.1 98.7
21 6TH FIRE LANE GRID POINT K-8 (NORTH SITE GRID) 5 101.6 16.8 95.8
22 6TH FIRE LANE GRID POINT 1-8 (NORTH SITE GRID) 5 100.9 17 95.1
23 6TH FIRE LANE GRID POINT G-8 (NORTH SITE GRID) 5 101.4 17.2 95.6
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargo Consullitals, Inc.
Test result with asterisk (*), if any, indicates non-compliance to provided guidelines.��
"REVISED REPORT*
Revised Report to reflect correct location for test #15-23 G ry 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. 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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