HomeMy WebLinkAboutFargo Consultants, Inc. - 4/3/2017��0 2324 Fabens Rd. • Dallas, "Texas 75225
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FArcco coorsurrrnrrTS. INC. Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page 1 of 2
Tested For: JLB Partners, LP Date Performed: 4/3/2017
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
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
(pcf)
Moisture Density
1808
SG
BLDG. PAD 15 GRID POINT H-8-14.1 (N. SITE GRID)
1
98.9
22.9
93.7
1809
IST
BLDG. PAD 15 GRID POINT H 2-14.6 (N. SITE GRID)
3
99-3
23-4
96.3
1810
2ND
BLDG. PAD 15 GRID POINT H.6-14.1 (N. SITE GRID)
3
96.1
24.3
93.2
1811
3RD
BLDG- PAD 15 GRID POINT H-1-14.6 (N. SITE GRID)
3
98.6
23.6
95.6
1812
4TH
BLDG. PAD 15 GRID POINT H.7-14 (N SITE GRID)
3
97.5
23.9
946
1813
5TH
BLDG. PAD 15 GRID POINT H-14.4 IN. SITE GRID)
3
98.1
24.7
95.2
1814
6TH
BLDG. PAD 15 GRID POINT H.6-14.4 (N. SITE GRID)
3
97.1
24.7
94.2
1815
7TH
BLDG. PAD 15 GRID POINT H.4-14.2 (N- SITE GRID)
3
98.3
23.4
95.3
1816
8TH
BLDG. PAD 15 GRID POINT H.9-14.6 (N. SITE GRID)
3
99.5
23.3
96.5
1817
9TH
BLDG, PAD 15 GRID POINT H.1-14.7 (N. SITE GRID)
3
974
23.8
94.5
1818
10TH
BLDG. PAD 15 GRID POINT H-14.4 (N. SITE GRID)
3
98.1
23.8
95.2
1819
11TH
BLDG. PAD 15 GRID POINT H.5-14.7 (N SITE GRID)
3
97
24.9
94.1
1820
12TH
BLDG, PAD 15 GRID POINT H.4-14 (N- SITE GRID)
3
97.5
24.1
94.6
1821
13TH
BLDG. PAD 15 GRID POINT H,9-14.6 (N. SITE GRID)
1
98.8
23.7
93.6
1822
10TH
BLDG, PAD 7 GRID POINT P.1-54.1 (N. SITE GRID)
5
101.2
21.6
95.4
1823
11TH
BLDG. PAD 7 GRID POINT P.6-54.4 (N. SITE GRID)
5
98.9
23.3
93.2
1824
12TH
BLDG. PAD 7 GRID POINT P.7-54.5 (N. SITE GRID)
5
99.8
21.4
94.1
1825
13TH
BLDG. PAD 7 GRID POINT P.3-54.3 (N. SITE GRID)
5
102.1
20.8
96-2
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. dallasfarffo. com
2324 Fabens Rd. • Dallas, Texns 7522;
F Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION
Page 2 of 2
Tested For: JLB Partners, LP
Date Performed: 4/3/2017
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. ILi. ft Location
No.
(pcfi Moisture Density
1826 SG BLDG, PAD 7 GRID POINT 0.6-54.6 (N. SITE GRID)
3
99.9 23.3 96.9
1827 1ST BLDG. PAD 7 GRID POINT 0.4-54.7 (N. SITE GRID)
5
100.2 22,1 94.4
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargo onsullants, 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.
Cry Moore, CET
aterials 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. dallasfarpo. com