HomeMy WebLinkAboutFargo Consultants, Inc. - 5/3/2017 (2)I�I� 2324 Pabcns Rd. - Dallas, Texas 7522:
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REPORT OF FIELD COMPACTION Page I of 1
Tested For: JLB Partners, LP Date Performed: 5/3/2017
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 -5001 EZ
Probe Depth: 8 Inches
Moisture -Density Relations
Proctor No. Material Description Opt. MC(%) Max DD (pcj) DD Range (%) MC Range
6 Tannish Brown CLAYEY SAND - Select Fill 11.1 116.8 Min. 95 -2 to +2
Field Test Results
Test Elevation Proctor DryDensity Percent Percent
No. /Lift Location No (pcf) Moisture Density
2247 FG BLDG. PAD 3 GRID POINT L-45.5 (S. SITE GRID) 6 115.4 10.5 98.8
2248 FG BLDG. PAD 3 GRID POINT K.7-47 (S. SITE GRID) 6 115 9.8 98.5
2249 FG BLDG, PAD 3 GRID POINT L.6-50.1 (S. SITE GRID) 6 111.2 10.7 95.2
2250 FG BLDG. PAD 3 GRID POINT K.1-51 (S. SITE GRID) 6 111 10.9 95
2251 FG BLDG. PAD 3 GRID POINT M.7-52.6 (S. SITE GRID) 6 114.8 10.6 98.3
2252 FG BLDG. PAD 3 GRID POINT 0.3-50.5 (S. SITE GRID) 6 114.4 9.8 97.9
2253 FG BLDG. PAD 3 GRID POINT P_5-52.1 (S. SITE GRID) 6 111.5 9.9 95.5
2254 FG BLDG. PAD 3 GRID POINT R.7-51 (S. SITE GRID) 6 113.9 10.8 97.5
2255 FG BLDG. PAD 3 GRID POINT S-52.4 (S, SITE GRID) 6 114.6 11 98.1
2256 FG BLDG. PAD 3 GRID POINT S_6-50.5 (S. SITE GRID) 6 115.1 12.2 98.5
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Farg ons ltants, 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.
ary 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. "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 • Construction Materials Testing • Environmental Services
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