HomeMy WebLinkAboutFargo Consultants, Inc. - 4/5/2017 (2)X020
PAR440 0ONSVLTAHT95, 7Nb.
2324 Fabens Rd. • Dallas 'Texas 7522:
"fel. 214-352-4100 1 'ax. 214-352-4811
REPORT OF FIELD COMPACTION Page I of I
Tested For: JLB Partners, LP Date Performed: 4/5/2017
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 (pcfi 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 LocationProctor
(pcf) Moisture Density
1876 8TH BLDG. PAD 7 GRID POINT L.5-53.6 (N. SITE GRID) 5 99.5 22.3 93.8
1877 8TH BLDG. PAD 7 GRID POINT M.6-53.1 IN. SITE GRID) 5 99.6 22.2 93.9
1878 9TH BLDG. PAD 7 GRID POINT L.5-53.7 (N. SITE GRID) 5 99.9 22.6 94.2
1879 9TH BLDG. PAD 7 GRID POINT M 1-53 6 (N SITE GRID) 5 99.8 22.7 94.1
1880 10TH BLDG. PAD 7 GRID POINT L 9-53 4 (N SITE GRID) 5 100.1 22.4 94.3
1881 10TH BLDG. PAD 7 GRID POINT M 4-53.6 (N. SITE GRID) 5 100 22.5 94.3
1882 11TH BLDG. PAD 7 GRID POINT N.6-53.1 (N. SITE GRID) 5 101.3 22.4 95.5
1883 12TH BLDG. PAD 7 GRID POINT N.4-53.5 (N, SITE GRID) 5 102.1 22.1 96.2
1884 13TH BLDG. PAD 7 GRID POINT N.7-53.9 (N. SITE GRID) 5 98.9 23.1 93.2
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargo onsu nts, Inc.
Test result with asterisk (*), if any, indicates non-compliance to provided guidelines. J�r�
Test locations are referenced using an in-house system and are approximate.
lryGMoore, CET
erirtIv 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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