HomeMy WebLinkAboutFargo Consultants, Inc. - 4/4/2017F�1700 2324 Fabens Rd. • Dilles, Texas 7522:
Fnnco corrsvr.xnxaTs, irrc. '1 cl. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Pagel oft
Tested For: JLB Partners, LP Date Performed: 4/4/2017
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(016) Max. DD (pcj) 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
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
1828
2ND
BLDG, PAD 7 GRID POINT 0.4-54 7 (N SITE GRID)
3
96.4
24.6
93.5
1829
3RD
BLDG. PAD 7 GRID POINT 0.3-54.6 (N. SITE GRID)
3
97.3
23,8
94.4
1830
4TH
BLDG. PAD 7 GRID POINT 0.1-54.2 (N. SITE GRID)
5
98.7
22.3
93
1831
5TH
BLDG. PAD 7 GRID POINT 0.6-54.4 (N. SITE GRID)
5
99
22.6
93.3
1832
6TH
BLDG, PAD 7 GRID POINT 0.3-54 (N. SITE GRID)
5
99.2
22.1
93.5
1833
7TH
BLDG. PAD 7 GRID POINT 0.7-54.5 (N. SITE GRID)
5
98.7
22.6
93
1834
8TH
BLDG. PAD 7 GRID POINT 0.6-54 (N. SITE GRID)
5
98.9
23.1
93.2
1835
9TH
BLDG. PAD 7 GRID POINT 0.1-54 (N. SITE GRID)
5
99.5
22.2
93.8
1836
10TH
BLDG. PAD 7 GRID POINT 0.6-54.4 (N. SITE GRID)
5
100.8
21.6
95
1837
11TH
BLDG. PAD 7 GRID POINT 0.1-54.7 (N. SITE GRID)
5
100.2
21.9
94.4
1838
12TH
BLDG. PAD 7 GRID POINT 0.7-54.7 (N. SITE GRID)
5
101.3
21.4
95.5
1839
13TH
BLDG. PAD 7 GRID POINT 0.3-54.1 (N. SITE GRID)
5
101.9
20.9
96
1840
SG
BLDG. PAD 15 GRID POINT H.1-12 (N. SITE GRID)
3
96.1
24.9
93.2
1841
SG
BLDG. PAD 15 GRID POINT H-13.6 (N. SITE GRID)
3
97.8
23.6
94.9
1842
1ST
BLDG, PAD 15 GRID POINT H.3-12.1 (N. SITE GRID)
3
97.4
24.4
94.5
1843
2ND
BLDG. PAD 15 GRID POINT H.4-12.7 (N. SITE GRID)
3
98.1
24
95.2
1844
IST
BLDG. PAD 15 GRID POINT H 7-13.6 (N. SITE GRID)
1
98.6
23.8
93.5
1845
2ND
BLDG. PAD 15 GRID POINT H.3-13.1 (N_ SITE GRID)
1
99.2
23.6
94
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 • Comlruclion Materials Testins • Environmental Services
www.dallasfarfo.com
C70 2324 Fabens Rd. • Dallas, Texas 75225
N�M
rnx+cao goxstinrnx�rso Tel. 214-352-4100 Fax. 214-352-481 1
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Farg�r�'ons tants, 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.
G ry Moore, CET
Materials 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 arc 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 Tesling • Environ vental Services
www.dallasfarigo.com
REPORT OF FIELD COMPACTION
Page 2 of 2
Tested
For: JLB
Partners, LP
Date Performed: 4/4/2017
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 -5001 EZ
Probe Depth: 8 Inches
Test
Elevation
Proctor
DryDensity
Percent Percent
ILift
Location
No.
(Pcfi
Moisture Density
No.
1846
3RD
BLDG. PAD 15 GRID POINT H.1-12.6 (N. SITE GRID)
1
101.3
23
96
1847
4TH
BLDG. PAD 15 GRID POINT H.7-12.9 (N. SITE GRID)
3
98.4
24.4
95.4
1848
3RD
BLDG. PAD 15 GRID POINT H.3-13.5 (N. SITE GRID)
1
100.6
22.9
95.4
1849
4TH
BLDG. PAD 15 GRID POINT H-13.8 (N. SITE GRID)
3
98.9
24.1
95.9
1850
5TH
BLDG. PAD 15 GRID POINT H.7-12.4 (N. SITE GRID)
3
96.1
25
93.2
1851
6TH
BLDG. PAD 15 GRID POINT H.3-12.3 (N. SITE GRID)
3
98.2
23.9
95.2
1852
5TH
BLDG, PAD 15 GRID POINT H.1-13.4 (N. SITE GRID)
3
97.3
24.6
94.4
1853
6TH
BLDG. PAD 15 GRID POINT H,7-13.4 (N. SITE GRID)
3
97.7
24.1
94.8
1854
7TH
BLDG. PAD 15 GRID POINT H-.312.6 (N. SITE GRID)
1
101.2
23.4
95.9
1855
8TH
BLDG, PAD 15 GRID POINT H.1-12.3 (N. SITE GRID)
3
99.2
24.1
96.2
1856
7TH
BLDG, PAD 15 GRID POINT H-13.7 (N, SITE GRID)
1
99.8
23
94.6
1857
8TH
BLDG. PAD 15 GRID POINT H.3-13,9 (N. SITE GRID)
3
98.6
24.7
95.6
1858
9TH
BLDG, PAD 15 GRID POINT H.4-12 (N. SITE GRID)
3
97.1
24.9
94.2
1859
10TH
BLDG. PAD 15 GRID POINT H.6-12.1 (N. SITE GRID)
3
97.8
24.4
94.9
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Farg�r�'ons tants, 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.
G ry Moore, CET
Materials 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 arc 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 Tesling • Environ vental Services
www.dallasfarigo.com