HomeMy WebLinkAboutFargo Consultants, Inc. - 1/5/2017• .� ` • 00 2324 Fabens Rd. • Dallas, "Texas 75225
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n cn>ai;urirni, INC.r�rvrtvv. 'Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page 1 of
Tested For: JLB Partners, LP Date Performed: 1/5/2017
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 (pcj) DD Range (%) MC Range
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
17
4TH
BLDG. PAD 1 GRID POINT R-35 (S. SITE GRID)
3
97.4
24.6
94.5
18
4TH
BLDG. PAD 1 GRID POINT R-31 (S. SITE GRID)
3
97.8
24.1
94.9
19
4TH
BLDG. PAD 1 GRID POINT R-28 (S. SITE GRID)
3
97.1
23.8
94.2
20
4TH
BLDG, PAD 1 GRID POINT R-25 (S. SITE GRID)
3
96.2
24
93.3
21
5TH
BLDG. PAD 1 GRID POINT R-35 (S. SITE GRID)
3
96.2
23.3
93.3
22
5TH
BLDG. PAD 1 GRID POINT R-25 (S. SITE GRID)
3
97.2
24.7
94.3
23
5TH
BLDG. PAD 1 GRID POINT R-28 (S- SITE GRID)
3
96.9
23.7
94
24
5TH
BLDG, PAD 1 GRID POINT R-32 (S. SITE GRID)
3
98.6
23.4
95.6
25
6TH
BLDG. PAD 1 GRID POINT R-35 (S. SITE GRID)
3
96.9
23.5
94
26
6TH
BLDG. PAD 1 GRID POINT R-25 (S. SITE GRID)
3
96.2
24.9
93,3
27
6TH
BLDG. PAD 1 GRID POINT R-28 (S. SITE GRID)
3
96
23.6
93,1
28
6TH
BLDG. PAD 1 GRID POINT R-32 (S. SITE GRID)
3
95.9
24.1
93
29
7TH
BLDG. PAD 1 GRID POINT R-25 (S. SITE GRID)
3
97.4
23.6
94.5
30
7TH
BLDG. PAD 1 GRID POINT R-28 (S. SITE GRID)
3
96.8
23.3
93.9
31
7TH
BLDG. PAD 1 GRID POINT R-35 (S. SITE GRID)
3
98.3
24.3
95.3
32
7TH
BLDG. PAD 1 GRID POINT R-32 (S. SITE GRID)
4
93.9
26.5
97
33
8TH
BLDG. PAD 1 GRID POINT R-25 (S. SITE GRID)
3
98.6
23.8
95.6
34
8TH
BLDG. PAD 1 GRID POINT R-28 (S. SITE GRID)
3
97.8
24.5
94.9
The information
and results
shown on this report arc 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.dallasfarfo.com
'.•�0 2324 Fabens Rd. - Dallas,'I'cxas 75225
PAnao catrsuvrlrar r,; .:TN 'Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION
Page 2 of 2
Tested For: JLB Partners, LP
Date Performed: 1/5/2017
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. ILlft Location
No.
(pcfi Moisture Density
35 8TH BLDG PAD 1 GRID POINT R-32 (S SITE GRID)
3
99.1 23.5 96.1
36 8TH BLDG PAD 1 GRID POINT R-35 (S SITE GRID)
3
97.3 24.3 94.4
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargofeonsultants, 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.
Gar Moore, CET
uterials 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. dallasfargo. com