HomeMy WebLinkAboutFargo Consultants, Inc. - 1/16/2017F!, G 2324 Fabens Rd. - Dallas,. Texas 7522;
r•AnOrr aaarsvrm.Axxs, INC. Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Pagel oft
Tested For: JLB Partners, LP Date Performed: 1/16/2017
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(01o) 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
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.
/Lift
Location
No
(pcfi
Moisture Density
158
5TH
BLDG. PAD 1 GRID POINT U_5-34.7 (S SITE GRID)
3
96
23.4
93.1
159
6TH
BLDG. PAD 1 GRID POINT U.1-34.3 (S. SITE GRID)
5
99.2
22.8
93.5
160
5TH
BLDG, PAD 1 GRID POINT U.6-35.4 (S. SITE GRID)
3
96.3
23.5
93.4
161
6TH
BLDG. PAD 1 GRID POINT U.1-35.5 (S. SITE GRID)
5
98.9
22.6
93.2
162
7TH
BLDG. PAD 1 GRID POINT U.6-34.1 (S. SITE GRID)
5
98.8
21.2
93.1
163
8TH
BLDG, PAD 1 GRID POINT U.1-34,7 (S. SITE GRID)
5
99.4
21
93.7
164
7TH
BLDG. PAD 1 GRID POINT U.7-35.3 (S. SITE GRID)
3
96.7
23.3
93.8
165
8TH
BLDG, PAD 1 GRID POINT U,6-35,6 (S. SITE GRID)
5
100.2
20.8
94.4
166
9TH
BLDG. PAD 1 GRID POINT U.1-34.1 (S. SITE GRID)
3
98.7
23.5
95.7
167
9TH
BLDG. PAD 1 GRID POINT U.7-35.7 (S. SITE GRID)
5
100.7
21.7
94.9
168
4TH
BLDG. PAD 1 GRID POINT U.6-24.5 (S. SITE GRID)
1
99
22.9
93.8
169
5TH
BLDG, PAD 1 GRID POINT U 3-24.3 (S. SITE GRID)
3
96.6
23.4
93.7
170
4TH
BLDG_ PAD 1 GRID POINT U.7-26.1 (S. SITE GRID)
3
96.8
23.3
93.9
171
5TH
BLDG. PAD 1 GRID POINT U.6-26 (S. SITE GRID)
5
99.2
20.9
93.5
172
6TH
BLDG. PAD 1 GRID POINT U.3-24.7 (S. SITE GRID)
3
96
23.3
93.1
173
6TH
BLDG. PAD 1 GRID POINT U.1-26.3 (S. SITE GRID)
3
95.9
24.1
93
174
7TH
BLDG. PAD 1 GRID POINT U.6-24,7 (S. SITE GRID)
5
99.8
21.2
94.1
175
7TH
BLDG. PAD 1 GRID POINT U-26.4 (S. SITE GRID)
5
99
21.4
93.3
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
www.dallasfarfo.com
i 17070
FAI{60 5 0X.%TIZ'RANTS. INC.
REPORT OF FIELD COMPACTION
Tested For: JLB Partners, LP
Project Name: Grapevine Bluff Apartments
2324 Fabens Rd. - Dallas Texas 75225
Tel. 214-352-4100 Fax. 214-352-4811
Page 2 of 2
Date Performed: 1/16/2017
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
Source of Compaction Requirements: Geotechnical Report
Test result with asterisk (*), if any, indicates non-compliance to provided guidelines.
Test locations are referenced using an in-house system and are approximate.
Respectfully Submitted,
Fargo a►rrrelta ts, Ilia
rlw
lM'Vre'LE
Trials Tee►g 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 Servicer
www.dallasfari7o.com