HomeMy WebLinkAboutFargo Consultants, Inc. - 4/11/2017RORGG
1'A I m 0 G giikxn.r%�N•C fr, INC.
2324 Pabens Rd.. Dallas, Texas 75225
Tel. 214-352-4100 Pax. 214-352-4811
REPORT OF FIELD COMPACTION Page 1 oft
Tested For: JLB Partners, LP Date Performed: 4/11/2017
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
Moisture -Density Relations
Proctor No. Material Description Opt. MQ0%) Max DD (pcfi 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
(pcf)
Moisture
Density
1981
5TH
BLDG. PAD 3 GRID POINT K.4-48.4 (S. SITE GRID)
3
96
24.8
93.1
1982
6TH
BLDG. PAD 3 GRID POINT K.3-48.2 (S. SITE GRID)
3
97.2
24.1
94.3
1983
5TH
BLDG. PAD 3 GRID POINT M.1-48.2 (S. SITE GRID)
3
97.8
24.4
94.9
1984
6TH
BLDG. PAD 3 GRID POINT M-48.6 (S. SITE GRID)
3
96.2
25.2
93.3
1985
7TH
BLDG. PAD 3 GRID POINT K4-48.3 (S. SITE GRID)
3
96.5
24.5
93.6
1986
8TH
BLDG, PAD 3 GRID POINT K1-48.7 (S. SITE GRID)
3
95.9
25.4
93
1987
7TH
BLDG. PAD 3 GRID POINT M.6-48.1 (S. SITE GRID)
3
96.1
24.8
93.2
1988
8TH
BLDG. PAD 3 GRID POINT M.1-48.4 (S. SITE GRID)
3
96.4
25.2
93.5
1989
9TH
BLDG. PAD 3 GRID POINT K7-48 (S. SITE GRID)
3
97.2
24.1
94.3
1990
10TH
BLDG. PAD 3 GRID POINT K.6-48.6 (S. SITE GRID)
3
96.6
24.6
93.7
1991
9TH
BLDG. PAD 3 GRID POINT M.1-48.4 (S. SITE GRID)
3
96
24.5
93.1
1992
10TH
BLDG. PAD 3 GRID POINT M.6-48.2 (S. SITE GRID)
3
96.9
23.9
94
1993
11TH
BLDG. PAD 3 GRID POINT K1-48.7 (S. SITE GRID)
3
96.4
24.7
93.5
1994
11TH
BLDG. PAD 3 GRID POINT M.6-48.6 (S. SITE GRID)
3
97.5
24.1
94.6
1995
SG
BLDG. PAD 6 GRID POINT K.7-40.1 (N. SITE GRID)
4
90
27.7
93
1996
SG
BLDG. PAD 6 GRID POINT J.1-41.5 (N. SITE GRID)
4
90.2
27.5
93.2
1997
1ST
BLDG. PAD 6 GRID POINT K6-40.7 (N. SITE GRID)
4
90.3
27.2
93.3
1998
2ND
BLDG. PAD 6 GRID POINT K-40.1 (N. SITE GRID)
3
96.3
25.1
93.4
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 Senzcu
www.dallasfarffo.com
■ ■�00 2324 Fabens Rd. - Dallas, Texas 75225
snxtna 001: 1$urirnxrrY INC, Tel. 214-352-4100 Fax. 214-352-4811
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargo unsult ruts, 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. - l�
iale
Moore, CET
rials 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
REPORT OF FIELD COMPACTION
Page 2 of 2
Tested
For: JLB Partners, LP
Date Performed: 4/11/2017
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.
ILS Location
No.
(pcfi Moisture Density
1999
1ST BLDG_ PAD 6 GRID POINT J 6-41.6 (N. SITE GRID)
4
90.6 26.8 93.6
2000
2ND BLDG. PAD 6 GRID POINT J.1-41.4 (N SITE GRID)
3
96 24.9 93.1
2001
3RD BLDG. PAD 6 GRID POINT K.6-40 6 (N SITE GRID)
3
96.6 23.8 93.7
2002
4TH BLDG. PAD 6 GRID POINT K.1-40.1 (N. SITE GRID)
3
97.8 23.6 94.9
2003
3RD BLDG. PAD 6 GRID POINT J.6-41.7 (N. SITE GRID)
3
96.8 24.1 93.9
2004
4TH BLDG. PAD 6 GRID POINT J-.741.2 (N. SITE GRID)
3
97.4 23.4 94.5
2005
5TH BLDG, PAD 6 GRID POINT K.2404 (N. SITE GRID)
3
98.4 23.3 95.4
2006
6TH BLDG. PAD 6 GRID POINT K.1-40.8 (N. SITE GRID)
3
96.6 24.1 93.7
2007
5TH BLDG. PAD 6 GRID POINT J.641.5 (N. SITE GRID)
3
97.7 23.5 94.8
2008
6TH BLDG, PAD 6 GRID POINT J.1A1.4 (N. SITE GRID)
3
97.1 239 94.2
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargo unsult ruts, 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. - l�
iale
Moore, CET
rials 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