HomeMy WebLinkAboutFargo Consultants, Inc. - 4/26/2017 (3)�a
FA•RtiA �tS6NSfIT.Tth'N'�['!7� IN�D�.
2324 1 �abens Rd. - Dallas Texas 7522;
Tel. 214-352-4100 Pax. 214-352-4811
REPORT OF FIELD COMPACTION Page 1 of 1
Tested For: JLB Partners, LP Date Performed: 4/26/2017
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 -5001 EZ
Probe Depth:8 Inches
Moisture -Density Relations
Proctor No. Material Description Opt. MC(%) Max. DD (pcfi DD Range (%) MC Range
1 Light Gray SANDY CLAY 18.9 105.5 93 to 98 at least +4
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 Location Proctor DryDensity Percent Percent
No. ILift No (pcfi Moisture Density
2184 7TH BLDG. PAD 3 GRID POINT Q.8-51 (S. SITE GRID) 3 96.7 24.4 93.8
2185 8TH BLDG. PAD 3 GRID POINT Q,5-51.4 (S. SITE GRID) 1 99.4 23.6 94.2
2186 7TH BLDG. PAD 3 GRID POINT Q.4-52.1 (S. SITE GRID) 3 97.1 23.8 94.2
2187 8TH BLDG, PAD 3 GRID POINT 0.3-52.3 (S. SITE GRID) 1 100.2 23 95
2188 9TH BLDG. PAD 3 GRID POINT Q.8-51.6 (S. SITE GRID) 3 97.6 23.9 94.7
2189 10TH BLDG. PAD 3 GRID POINT Q.7-51.1 (S. SITE GRID) 4 90.9 27.2 93.9
2190 9TH BLDG. PAD 3 GRID POINT Q.2-52.3 (S SITE GRID) 3 96.8 24.1 93.9
2191 10TH BLDG. PAD 3 GRID POINT Q.5-52.7 (S. SITE GRID) 4 91.5 27.7 94.5
2192 10TH BLDG. PAD 3 GRID POINT S.1-43.2 (S. SITE GRID) 3 96.6 23.9 93.7
2193 11TH BLDG. PAD 3 GRID POINT 5.7-43 (S. SITE GRID) 3 97 24.1 94.1
2194 12TH BLDG. PAD 3 GRID POINT S.9-43.7 (S. SITE GRID) 1 99.2 24.2 94
2195 13TH BLDG PAD 3 GRID POINT S 5-43.2 (S. SITE GRID) 1 98.5 23.6 93.4
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fatrgo 'on.st► tants, 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. Zlra'�
a►y' Moore, CET
Materials 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.
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