HomeMy WebLinkAboutFargo Consultants, Inc. - 3/3/2017�0Q
FARGO CONSULTANTS, T90.
2324 Fabens Rd. - Dallas Texas 7522:
Tel. 214-352-4100 Pax. 214-352-4811
REPORT OF FIELD COMPACTION Page 1 of l
Tested For: JLB Partners, LP Date Performed: 3/3/2017
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 (pcj) DD Range (%) MC Range
5 Reddish Brown SANDY CLAY with Brown and Tan CLAY (mix) 16.8 106.1 93 to 98 at least +4
7 Brown CLAYEY SAND - Select Fill 14.3 114 Min. 95 -2 to +2
Field Test Results
Test Elevation Proctor DryDensity Percent Percent
No. ILift Location No (pcfi Moisture Density
1217 FG BLDG. PAD 17 GRID POINT N 4-8 7 (S. SITE GRID) 7 109.6 13.4 96.1
1218 FG BLDG. PAD 17 GRID POINT L-7.5 (S SITE GRID) 7 109.3 14.1 95.9
1219 FG BLDG. PAD 17 GRID POINT K.6-10.2 (S. SITE GRID) 7 109.2 14.3 95.8
1220 FG BLDG. PAD 17 GRID POINT M.1-11,1 (S. SITE GRID) 7 109.4 13.8 96
1221 FG BLDG, PAD 17 GRID POINT K.4-13.6 (S. SITE GRID) 7 109.1 14 95.7
1222 FG BLDG. PAD 17 GRID POINT M.6-14.1 (S. SITE GRID) 7 109.3 13.9 95.9
1223 SG BLDG, PAD 11 GRID POINT Y-37.4 (N. SITE GRID) 5 99.4 21.3 93.7
1224 SG BLDG. PAD 11 GRID POINT Z.1-35.1 (N. SITE GRID) 5 99.2 21.4 93.5
1225 1ST BLDG. PAD 11 GRID POINT Y.8-37.6 (N. SITE GRID) 5 99.1 21.5 93.4
1226 1ST BLDG. PAD 11 GRID POINT Z.1-35.4 (N. SITE GRID) 5 99.2 21.3 93.5
1227 2ND BLDG PAD 11 GRID POINT Y.6-37.9 (N. SITE GRID) 5 101.3 21.5 95.5
1228 2ND BLDG PAD 11 GRID POINT Z.7-35.5 (N. SITE GRID) 5 101.2 21.4 95.4
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargo onsul tints, 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 y 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. 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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