HomeMy WebLinkAboutFargo Consultants, Inc. - 1/12/2017■ ■":1?C70 2324 Fabcns Rd. • Dallas,'1'exas 75225
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FARC:O coNSUI.TANTs; INQzm4, "1'cl. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page l oft
Tested For: JLB Partners, LP Date Performed: 1/12/2017
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 (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
Field Test Results
Test
Elevation
Proctor
DryDensity
Percent
Percent
No.
/Lift
Location
No
(pcl)
Moisture
Density
90
3RD
BLDG. PAD 1 GRID POINT T.5-27.1 (S. SITE GRID),
1
99,5
22.9
94.3
91
3RD
BLDG. PAD 1 GRID POINT T.4-25.4 (S. SITE GRID)
1
98.3
23.1
93.2
92
4TH
BLDG, PAD 1 GRID POINT T.7-27.1 (S. SITE GRID)
3
96.3
23.5
93.4
93
4TH
BLDG. PAD 1 GRID POINT T.5-25.5 (S. SITE GRID)
3
96
23.9
93.1
94
5TH
BLDG. PAD 1 GRID POINT T.6-27.2 (S. SITE GRID)
3
96,3
24.3
93.4
95
5TH
BLDG. PAD 1 GRID POINT T,4-25.7 (S. SITE GRID)
3
96.9
23.8
94
96
6TH
BLDG. PAD 1 GRID POINT T.3-25 (S. SITE GRID)
3
97.3
23.8
94.4
97
6TH
BLDG. PAD 1 GRID POINT T.1-27.4 (S. SITE GRID)
3
95.9
24.1
93
98
7TH
BLDG. PAD 1 GRID POINT T.7-25.5 (S, SITE GRID)
3
96.2
24.4
93.3
99
7TH
BLDG. PAD 1 GRID POINT T.8-27.1 (S. SITE GRID)
3
96.4
23.7
93.5
100
SG
BLDG. PAD 1 GRID POINT T.5-33 7 (S. SITE GRID)
1
102.2
23.8
96.9
101
SG
BLDG. PAD 1 GRID POINT T.5-35.3 (S. SITE GRID)
1
101.9
24.1
96.6
102
1ST
BLDG. PAD 1 GRID POINT T.6-33.4 (S. SITE GRID)
3
100.3
23.8
97.3
103
1ST
BLDG. PAD 1 GRID POINT T.4-35.7 (S. SITE GRID)
3
99.7
24.2
96.7
104
2ND
BLDG PAD 1 GRID POINT T2-33.4 (S. SITE GRID)
3
97
24
94.1
105
2ND
BLDG. PAD 1 GRID POINT T.8-35.6 (S. SITE GRID)
3
97.1
23.6
94.2
106
3RD
BLDG. PAD 1 GRID POINT T.4-33.4 (S. SITE GRID)
3
97.3
23.8
94.4
107
3RD
BLDG. PAD 1 GRID POINT T.6-35.3 (S. SITE GRID)
3
96.8
24
93.9
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. 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 • Environmental5'ervices
www.dallasfarfo.com
F.n700 2324 Fabens Rd. - Dallas, Texas 75225
FA7tGO CONSUz.TANTs, T140 Tel- 214-352-4100 Fax. 214-352-4811
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
FarzMoore,
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.
- Glaterials
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. '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
REPORT OF FIELD COMPACTION
Page 2 of 2
Tested For: JLB Partners, LP
Date Performed: 1/12/2017
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
108
4TH BLDG, PAD 1 GRID POINT T.5-33 (S. SITE GRID)
1
99.2 23 94
109
4TH BLDG. PAD 1 GRID POINT T.5-35.7 (S. SITE GRID)
1
98.5 23.5 93.4
110
5TH BLDG. PAD 1 GRID POINT T.7-33.4 (S. SITE GRID)
3
97.8 23.8 949
111
5TH BLDG. PAD 1 GRID POINT T.6-35.6 (S. SITE GRID)
3
98 23.3 95.1
112
6TH BLDG. PAD 1 GRID POINT T.9-33.1 (S. SITE GRID)
3
97.3 24.8 94.4
113
6TH BLDG. PAD 1 GRID POINT T.4-35.6 (S. SITE GRID)
3
97.6 24.1 94.7
114
7TH BLDG PAD 1 GRID POINT T.5-33,7 (S. SITE GRID)
3
96 24.4 93.1
115
7TH BLDG. PAD 1 GRID POINT T.8-35.4 (S. SITE GRID)
3
97.1 23.8 94.2
116
8TH BLDG. PAD 1 GRID POINT T.6-33.6 (S. SITE GRID)
3
96.8 25.1 93.9
117
8TH BLDG. PAD 1 GRID POINT T.2-35.4 (S SITE GRID)
3
96.4 24 93.5
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
FarzMoore,
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.
- Glaterials
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. '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