HomeMy WebLinkAboutFargo Consultants, Inc. - 2/7/2017 (4)I ■�G0 2324 l�abens Rd. • 1Jallaa, Texas 75225
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REPORT OF FIELD COMPACTION Page I of I
Tested For: JLB Partners, LP Date Performed: 2/7/2017
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. MQ0%) Max DD (pcfi DD Range (%) MC Range
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
Proctor
DryDensity Percent
Percent
No.
ILift
Location
No
(pcfi Moisture
Density
682
3RD
BLDG. PAD 13 GRID POINT K-21 (N. SITE GRID)
4
90.8 28.4
93.8
683
4TH
BLDG. PAD 13 GRID POINT K-21 (N. SITE GRID)
4
93.1 27.2
96.2
684
5TH
BLDG. PAD 13 GRID POINT K-21 (N. SITE GRID)
4
91.9 26.8
94.9
685
3RD
BLDG. PAD 13 GRID POINT K-23 (N. SITE GRID)
3
97.5 24.7
94.6
686
4TH
BLDG. PAD 13 GRID POINT K-23 IN. SITE GRID)
4
90.5 26.6
93.5
687
5TH
BLDG. PAD 13 GRID POINT K-23 IN. SITE GRID)
4
90 27
93
688
4TH
BLDG. PAD 12 GRID POINT K-29 (N. SITE GRID)
3
96.3 24.4
93.4
689
4TH
BLDG_ PAD 12 GRID POINT K-31 (N. SITE GRID)
4
92.9 26.9
96
690
5TH
BLDG. PAD 12 GRID POINT K-29 (N. SITE GRID)
3
97.4 23.3
94.5
691
5TH
BLDG. PAD 12 GRID POINT K-31 (N. SITE GRID)
3
97 23.7
94.1
Source of Compaction Requirements: Geotechnical Report
Respectfully Submitted,
Fargo onsultants, 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.
77 fit'
GZ 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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