HomeMy WebLinkAboutFargo Consultants, Inc. - 1/14/2017&aGO�w 2324 Fabens Rd, . Dallas, Texas 75225
r•Arrro eoNsuI.TANTS, INC, Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page 1 oft
Tested For: JLB Partners, LP Date Performed: 1/14/2017
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
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.dallasfari,o.com
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
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
(p c
Moisture Density
140
SG
BLDG. PAD 1 GRID POINT U.4-34.1 (S. SITE GRID)
1
98.4
22.9
93.3
141
SG
BLDG, PAD 1 GRID POINT U.1-35.5 (S. SITE GRID)
1
98.2
23.1
93.1
142
IST
BLDG. PAD 1 GRID POINT U-34.7 (S. SITE GRID)
3
96.4
23.5
93.5
143
2ND
BLDG, PAD 1 GRID POINT U.6-34.1 IS. SITE GRID)
3
96.8
23.8
93.9
144
1ST
BLDG. PAD 1 GRID POINT U.4-35,4 (S. SITE GRID)
3
97.4
23.4
94.5
145
2ND
BLDG. PAD 1 GRID POINT U.6-35.6 IS. SITE GRID)
3
96
24.6
93.1
146
3RD
BLDG. PAD 1 GRID POINT U.1-35,5 (S, SITE GRID)
1
99.1
22.9
93.9
147
4TH
BLDG. PAD 1 GRID POINT U.4-35.1 (S. SITE GRID)
5
98.8
21.7
93.1
148
3RD
BLDG. PAD 1 GRID POINT U.1-34.4 (S. SITE GRID)
5
99.1
21.4
93.4
149
4TH
BLDG. PAD 1 GRID POINT U.6-34.6 (S, SITE GRID)
1
99.7
22.9
94.5
150
SG
BLDG. PAD 1 GRID POINT U.7-24.1 (S, SITE GRID)
3
98.2
23.9
95.2
151
SG
BLDG. PAD 1 GRID POINT U.3-26.7 (S. SITE GRID)
4
93.7
26.6
96.8
152
1ST
BLDG. PAD 1 GRID POINT U-24 5 (S SITE GRID)
3
95.9
24.4
93
153
2ND
BLDG. PAD 1 GRID POINT U.1-24 6 (S SITE GRID)
1
98.8
23
93.6
154
1ST
BLDG PAD 1 GRID POINT U.6-26.1 IS. SITE GRID)
3
96.7
23.6
93.8
155
2ND
BLDG. PAD 1 GRID POINT U.3-26 6 (S. SITE GRID)
3
95.9
23.9
93
156
3RD
BLDG. PAD 1 GRID POINT U.4-24.1 (S. SITE GRID)
1
98.2
23.3
93.1
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.dallasfari,o.com
/751700 2324 Fabcns Rd. • llallas Texas 7522:
FARGO cozasuixnxn N'l e,, IN C' 'Fel. 214-352-4100 1 ax. 214-352-481 ]
REPORT OF FIELD COMPACTION Page 2 of 2
Tested For: JLB Partners, LP Date Performed: 1/14/2017
Project Name: Grapevine Bluff Apartments Fargo Job No. M 16-4962
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. (pcfl Moisture Density
157 3RD BLDG PAD 1 GRID POINT U-26.1 (S. SITE GRID) 5 99.2 22 93.5
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargo C'onsultr ris, Inc.
Test result with asterisk (*), if any, indicates non-compliance to provided guidelines. f/
Test locations are referenced using an in-house system and are approximate. low
[;i h Moore, CET
lrrterials 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 Servicer
www.dallasfarffo.com