HomeMy WebLinkAboutFargo Consultants, Inc. - 5/8/2017 (2)fil
0-0 2324 Fabcns Rd. - Dallas, Texas 75225
FARGO 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: 5/8/2017
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-50OIEZ
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. ILift Location No (pcfi Moisture Density
2271 SG BLDG. PAD 4 GRID POINT G.749.5 (N. SITE GRID) 3 96 25.1 93.1
2272 1ST BLDG. PAD 4 GRID POINT G.5-49.4 (N. SITE GRID) 3 97.4 24.3 94.5
2273 2ND BLDG. PAD 4 GRID POINT G.6-49.6 (N, SITE GRID) 3 96.8 23.9 93.9
2274 3RD BLDG. PAD 4 GRID POINT G.1-49.1 (N. SITE GRID) 3 96.2 23.5 93.3
2275 4TH BLDG. PAD 4 GRID POINT G.6-49.7 (N. SITE GRID) 3 96.5 24.9 93.6
2276 5TH BLDG. PAD 4 GRID POINT G.8-49.5 (N. SITE GRID) 4 92.3 27.4 95.4
2277 6TH BLDG. PAD 4 GRID POINT G.1-49.6 (N. SITE GRID) 3 96.1 24.7 93.2
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargo ;7Cq
tits, 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.
G 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. '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 •Con traction Materials Te ting • Environmental Services
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