HomeMy WebLinkAboutFargo Consultants, Inc. - 4/25/2017Y 2324 habens Rd. - Dallas, Texas 7522;
xxnaa ooxrsvzxnxrrs, INC, Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page 1 of 2
Tested For: JLB Partners, LP Date Performed: 4/25/2017
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(Yo) 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.
/Lift
Location
No
(pcfi
Moisture Density
2162
SG
BLDG. PAD 3 GRID POINT Q.5-51.1 (S. SITE GRID)
4
90.6
26.7
93.6
2163
SG
BLDG. PAD 3 GRID POINT Q.6-526 (S. SITE GRID)
4
902
26.9
93.2
2164
1ST
BLDG. PAD 3 GRID POINT Q.7-51.7 (S. SITE GRID)
4
91 8
26.6
94.8
2165
2ND
BLDG, PAD 3 GRID POINT Q.4-51.3 (S. SITE GRID)
4
90.1
27.4
93.1
2166
1ST
BLDG. PAD 3 GRID POINT Q.1-52 (S. SITE GRID)
4
905
27.2
93.5
2167
2ND
BLDG. PAD 3 GRID POINT Q.5-52.2 (S. SITE GRID)
4
91 2
27
94.2
2168
3RD
BLDG. PAD 3 GRID POINT Q.9-51.7 (S. SITE GRID)
1
98.2
23,1
93.1
2169
4TH
BLDG. PAD 3 GRID POINT Q_7-51.6 (S. SITE GRID)
3
96.9
23.6
94
2170
3RD
BLDG, PAD 3 GRID POINT Q.5-52 (S. SITE GRID)
3
96.4
24.2
93.5
2171
4TH
BLDG. PAD 3 GRID POINT Q.5-52,4 (S. SITE GRID)
1
98.8
23.4
93.6
2172
5TH
BLDG. PAD 3 GRID POINT Q 4-51.4 (S. SITE GRID)
3
97.7
23.9
94.8
2173
6TH
BLDG, PAD 3 GRID POINT Q.3-51.5 (S. SITE GRID)
3
982
24.4
95.2
2174
5TH
BLDG. PAD 3 GRID POINT Q.7-52.7 (S. SITE GRID)
3
96.5
25,1
93.6
2175
6TH
BLDG. PAD 3 GRID POINT Q.1-52.1 (S. SITE GRID)
3
97.1
24.6
94.2
2176
2ND
BLDG. PAD 3 GRID POINT Q.9-52.6 (S. SITE GRID)
3
96.2
24.9
93.3
2177
3RD
BLDG. PAD 5 GRID POINT E.443.1 (N. SITE GRID)
3
95.9
25.2
93
2178
4TH
BLDG, PAD 5 GRID POINT E.543 (N. SITE GRID)
3
99.6
23.4
96.6
2179
5TH
BLDG, PAD 5 GRID POINT E.843.7 (N, SITE GRID)
3
99.9
23.6
96.9
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
www.dallasfarffo.com
A ■ �� 2324 P'abcns Rd. • Dallas, 'Texas 7522;
FATMO 00T48VLTAMT4, TRO.. "I'el. 214-352-4100 1 �ax. 214-352-4817
REPORT OF FIELD COMPACTION
Page 2 oft
Tested For: JLB Partners, LP
Date Performed: 4/25/2017
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
Test Elevation
Proctor
DryDensity Percent Percent
No. /Lift Location
No.
(pcfi Moisture Density
2180 6TH BLDG. PAD 5 GRID POINT E.543.4 (N. SITE GRID)
1
100.4 22.9 95.2
2181 7TH BLDG, PAD 5 GRID POINT E.5-43.9 (N. SITE GRID)
3
98.9 23.8 95.9
2182 8TH BLDG. PAD 5 GRID POINT E.9-43,7 (N. SITE GRID)
1
99.6 23.3 94.4
2183 9TH BLDG. PAD 5 GRID POINT E.7-43.2 (N. SITE GRID)
3
96.1 25.5 93.2
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargo 9onsultants, 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' Moore, CET
r Iaterials 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
www.dallasfarfo.com