HomeMy WebLinkAboutFargo Consultants, Inc. - 3/2/2017 (2)r159�0
11AR00 C ON$S7LTAUMS, INC],
2324 Fabens Rd. • Dallas, Texas 75225
Tcl. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page I of I
Tested For: JLB Partners, LP Date Performed: 3/2/2017
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(016) Max DD (pcfi DD Range (%) MC Range
1
Light Gray
SANDY CLAY
18.9
105.5
93 to 98
at least +4
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
1187
11TH
BLDG. PAD 17 GRID POINT 0.7-8.5 (S. SITE GRID)
3
96
24.5
93.1
1188
12TH
BLDG. PAD 17GRID POINT 0.2-8.2 (S. SITE GRID)
3
96.3
24.2
93.4
1189
13TH
BLDG. PAD 17 GRID POINT 0.6-8.7 (S. SITE GRID)
1
98.1
23.1
93
1190
11TH
BLDG. PAD 17 GRID POINT 0.1-9.1 (S. SITE GRID)
3
97.2
23.5
94.3
1191
12TH
BLDG. PAD 17 GRID POINT 0.6-9.1 (S. SITE GRID)
3
95.9
23.8
93
1192
13TH
BLDG. PAD 17 GRID POINT 0.449 (S. SITE GRID)
1
98.9
22.9
93.7
1193
SG
BLDG. PAD 17 GRID POINT Q.8-9.6 (S. SITE GRID)
4
90.3
26.7
93.3
1194
SG
BLDG. PAD 17 GRID POINT Q.4-8.2 (S. SITE GRID)
4
90.1
26.9
93.1
1195
1ST
BLDG. PAD 17 GRID POINT Q.6-9.7 (S. SITE GRID)
3
96.6
23.5
93.7
1196
2ND
BLDG. PAD 17 GRID POINT Q.7-9.6 (S. SITE GRID)
3
97.1
23.3
94.2
1197
1ST
BLDG. PAD 17 GRID POINT Q.6-8.1 (S. SITE GRID)
3
97.4
23.3
94.5
1198
2ND
BLDG. PAD 17 GRID POINT Q-8.4 (S. SITE GRID)
3
97.9
23.5
95
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargoorrsultants, 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.[C.1
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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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