HomeMy WebLinkAboutFargo Consultants, Inc. - 4/14/2017A77R070 2324 Fabens Rd. • L)s laa. *Texas 7522:.
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REPORT OF FIELD COMPACTION Page 1 of I
Tested For: JLB Partners, LP Date Performed: 4/14/2017
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
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
(pct Moisture
Density
2045
9TH
BLDG. PAD 3 GRID POINT L.1-50.4 (S. SITE GRID)
4
93.1 26.4
96.2
2046
10TH
BLDG. PAD 3 GRID POINT L-50.8 (S. SITE GRID)
4
92.8 27.2
95.9
2047
9TH
BLDG. PAD 3 GRID POINT M.6-50.2 (S. SITE GRID)
4
92.2 26.9
95.2
2048
10TH
BLDG. PAD 3 GRID POINT M.4-50.4 (S, SITE GRID)
4
90.4 27.3
93.4
2049
11TH
BLDG. PAD 3 GRID POINT L.6-50.6 (S. SITE GRID)
4
90.1 27.5
93.1
2050
12TH
BLDG. PAD 3 GRID POINT L-.250.5 (S, SITE GRID)
4
91.9 26.6
94.9
2051
13TH
BLDG. PAD 3 GRID POINT L.7-50.1 (S. SITE GRID)
3
96 25.2
93.1
2052
11TH
BLDG. PAD 3 GRID POINT M.1-50.6 (S. SITE GRID)
4
92.5 27.1
95.6
2053
12TH
BLDG. PAD 3 GRID POINT M-50.7 (S. SITE GRID)
4
92.8 26.8
95.9
2054
13TH
BLDG. PAD 3 GRID POINT M.9-50.6 (S. SITE GRID)
3
96.2 24,9
93.3
Source of Compaction Requirements: Geotechnical Report
Respectfully Submitted,
tants, Inc.
FargyTWo
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, 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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