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2324 habeas Rd.. Dallos,'Texas 75225
'Tel. 214-352-4100 Pax. 214-352-4811
REPORT OF FIELD COMPACTION Page 1 of I
Tested For: JLB Partners, LP Date Performed: 2/13/2017
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
Field Test Results
Test Elevation Proctor DryDensity Percent Percent
No. ILift Location No (pcfi Moisture Density
824 10TH BLDG. PAD 12 GRID POINT 0.6-29.7 IN. SITE GRID) 5 99.7 22 94
825 11TH BLDG. PAD 12 GRID POINT 0.1-29 (N. SITE GRID) 5 100.9 20.9 95.1
826 10TH BLDG. PAD 12 GRID POINT 0.7-31.1 (N SITE GRID) 5 98.7 21 8 93
827 11TH BLDG. PAD 12 GRID POINT 0-31.4 (N. SITE GRID) 5 101.2 21.3 95.4
828 12TH BLDG. PAD 12 GRID POINT 0.6-29.6 (N. SITE GRID) 5 100.4 21 6 94.6
829 12TH BLDG. PAD 12 GRID POINT 0.4-31 (N SITE GRID) 5 99.8 21 94.1
830 10TH BLDG. PAD 13 GRID POINT 0.9-21,1 (N. SITE GRID) 5 102.7 21 96.8
831 11TH BLDG. PAD 13 GRID POINT 0.4-21.7 (N. SITE GRID) 5 100.8 22.3 95
832 10TH BLDG. PAD 13 GRID POINT 0,7-24.6 (N. SITE GRID) 5 99.2 22.1 93.5
833 11TH BLDG. PAD 13 GRID POINT 0-24.4 (N. SITE GRID) 5 100.5 22.7 94.7
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargo Consul nts, 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.
GFaterials
Moore, CET
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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