HomeMy WebLinkAboutFargo Consultants, Inc. - 2/8/2017 (6)87:1'700 2324 Fabens Rd. • Dallas, Tcxas 7522
r
rnnOo aar�rsurrnrrrs, I xc. Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page 1 of 2
Tested For: JLB Partners, LP Date Performed: 2/8/2017
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: 12 Inches
Moisture -Density Relations
Proctor No.
Material Description Opt. MC(Vo) Max DD (pcfi DD Range (%) MC Range
1 Light Gray
SANDY CLAY 18.9
105.5
95 to 100
0 to +4
3 Light Gray
and Tan and Brown SANDY CLAY (mix) 19.3
103.1
95 to 100
0 to +4
5 Reddish
Brown SANDY CLAY with Brown and Tan CLAY (mix) 16.8
106.1
95 to 100
0 to +4
Field Test Results
Test
Elevation
Proctor
DryDensity
Percent
Percent
No.
/Lift
Location
No
(pcfi
Moisture
Density
1
FG -6'
SANITARY SEWER LINE SS -5 (PRIVATE) CLEAN OUT STATION 3+44
1
100.6
19.2
95.4
2
FG -5'
SANITARY SEWER LINE SS -5 (PRIVATE) CLEAN OUT STATION 3+44
3
98.6
20.1
95.6
3
FG -3'
SANITARY SEWER LINE SS -5 (PRIVATE) CLEAN OUT STATION 3+44
5
101.2
17.9
95.4
4
FG -2'
SANITARY SEWER LINE SS -5 (PRIVATE) CLEAN OUT STATION 3+44
1
102.5
19.2
97.2
5
FG -1'
SANITARY SEWER LINE SS -5 (PRIVATE) CLEAN OUT STATION 3+44
1
103.3
19.6
97.9
6
FG
SANITARY SEWER LINE SS -5 (PRIVATE) CLEAN OUT STATION 3+44
5
101.8
17.4
95.9
7
FG -7'
SANITARY SEWER LINE SS -5 (PRIVATE) MANHOLE STATION 2+44
5
101.1
17.5
95.3
8
FG -6'
SANITARY SEWER LINE SS -5 (PRIVATE) MANHOLE STATION 2+44
1
101.4
19,2
96.1
9
FG -5'
SANITARY SEWER LINE SS -5 (PRIVATE) MANHOLE STATION 2+44
3
102.4
19.4
99.3
10
FG -3'
SANITARY SEWER LINE SS -5 (PRIVATE) MANHOLE STATION 2+44
1
103.2
19.1
97.8
11
FG -2'
SANITARY SEWER LINE SS -5 (PRIVATE) MANHOLE STATION 2+44
1
101
19.1
95.7
12
FG -1'
SANITARY SEWER LINE SS -5 (PRIVATE) MANHOLE STATION 2+44
3
98.3
20.7
95.3
13
FG
SANITARY SEWER LINE SS -5 (PRIVATE) MANHOLE STATION 2+44
5
101.5
17.9
95,7
14
FG -7'
SANITARY SEWER LINE SS -5 (PRIVATE) CLEAN OUT STATION 1+87
1
102.6
19
97.3
15
FG -6'
SANITARY SEWER LINE SS -5 (PRIVATE) CLEAN OUT STATION 1+87
3
102.1
19.4
99
16
FG -5'
SANITARY SEWER LINE SS -5 (PRIVATE) CLEAN OUT STATION 1+87
3
1013
20.9
98.3
17
FG -3'
SANITARY SEWER LINE SS -5 (PRIVATE) CLEAN OUT STATION 1+87
3
101
19.8
98
18
FG -2'
SANITARY SEWER LINE SS -5 (PRIVATE) CLEAN OUT STATION 1+87
3
100.8
19.4
97.8
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. dallasiarno. com
R0,70a 2324 Fabens Rd.. Dallas, 'Texas 75225
�,. =�
raree:rs cpxaur.xrrv'INC.xrrcTel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page 2 of 2
Tested For: JLB Partners, LP Date Performed: 2/8/2017
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: 12 Inches
Test Elevation Proctor DryDensity Percent Percent
No. (Lift Location No. (pcfi Moisture Density
19 FG -1' SANITARY SEWER LINE SS -5 (PRIVATE) CLEAN OUT STATION 1+87 3 102,2 20.2 99.1
20 FG SANITARY SEWER LINE SS -5 (PRIVATE) CLEAN OUT STATION 1+87 3 102.6 20 99.5
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargo onsrrl ants, ItC.
Test result with asterisk (*), if any, indicates non-compliance to provided guidelines.
Gr""",rials
Moore, CET
Teeing 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. dallas(amo. com