HomeMy WebLinkAboutFargo Consultants, Inc. - 2/8/2017F71P20
FARGO CONSUI.TANTS, INC,
2324 Fabens Rd. • LMI:Ds,'fexas 7522:
Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page I oft
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-5001EZ
Probe Depth: 8 Inches
Moisture -Density Relations
Proctor No.
Material Description Opt. MC(Vo) Max DD (pen 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
4
Dark Brown and Tan and reddish Brown CLAY (mix)
22.4 96.8
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
(pcfi
Moisture Density
692
6TH
BLDG. PAD 13 GRID POINT K.1-21.4 (N. SITE GRID)
3
96.2
23.6
93.3
693
6TH
BLDG. PAD 13 GRID POINT K-23.1 (N. SITE GRID)
3
96.4
23.5
93.5
694
7TH
BLDG. PAD 13 GRID POINT K.5-21 (N. SITE GRID)
1
99.5
23.1
94.3
695
7TH
BLDG, PAD 13 GRID POINT K.7-23.6 (N. SITE GRID)
3
98.4
23.4
95.4
696
8TH
BLDG. PAD 13 GRID POINT K.6-21.6 (N. SITE GRID)
1
99.2
23.1
94
697
8TH
BLDG. PAD 13 GRID POINT K2-23.4 (N. SITE GRID)
1
99.1
23.2
93,9
698
9TH
BLDG. PAD 13 GRID POINT K.1-21.6 (N. SITE GRID)
3
97.2
23.5
94.3
699
9TH
BLDG. PAD 13 GRID POINT K-23,1 (N. SITE GRID)
1
98.3
23.2
93.2
700
10TH
BLDG. PAD 13 GRID POINT K.6-21.6 (N. SITE GRID)
3
97.2
23.8
94.3
701
10TH
BLDG. PAD 13 GRID POINT K.7-23.8 (N. SITE GRID)
3
97.4
23.7
94.5
702
11TH
BLDG. PAD 13 GRID POINT K.2-21.6 (N. SITE GRID)
1
101.4
23
96.1
703
11TH
BLDG, PAD 13 GRID POINT K.2-23.7 IN. SITE GRID)
1
101.2
23 1
95.9
704
6TH
BLDG. PAD 12 GRID POINT K.1-29.1 (N. SITE GRID)
4
93.1
26.6
96.2
705
6TH
BLDG. PAD 12 GRID POINT K-31.6 (N. SITE GRID)
4
93.3
26.5
96.4
706
7TH
BLDG. PAD 12 GRID POINT K.1-29 (N. SITE GRID)
1
99.4
23.3
94.2
707
7TH
BLDG, PAD 12 GRID POINT K5-31.7 IN. SITE GRID)
1
99.1
23.1
93.9
708
8TH
BLDG. PAD 12 GRID POINT K6-29.6 (N. SITE GRID)
3
97.1
23.5
94.2
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 Servicer
www.dallasfarffo.com
07ao2324 Fabens Rd. • llallas,.Texas 75225
FlAnno ❑aarsvYaenaYrs, rKe. 1'cl. 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-5001EZ
Probe Depth: 8 Inches
Test Elevation
Proctor
DryDensity Percent Percent
No. (Lift Location
No.
(pcf) Moisture Density
709 8TH BLDG. PAD 12 GRID POINT K 7-31.7 (N_ SITE GRID)
3
97 23.4 94.1
710 9TH BLDG. PAD 12 GRID POINT K.6 -29.1(N. SITE GRID)
3
96.3 23.3 93.4
711 9TH BLDG_ PAD 12 GRID POINT K.3-31 (N. SITE GRID)
1
98.1 23.1 93
712 10TH BLDG. PAD 12 GRID POINT K.1-29.4 (N_ SITE GRID)
5
99.2 21.1 93.5
713 10TH BLDG PAD 12 GRID POINT K-31.6 (N SITE GRID)
5
99.3 21.3 93.6
714 11TH BLDG, PAD 12 GRID POINT K.7-29.4 (N SITE GRID)
3
96.5 23.6 93.6
715 11TH BLDG. PAD 12 GRID POINT K.6-31,6 (N. SITE GRID)
3
96.7 23.7 93.8
716 12TH BLDG_ PAD 12 GRID POINT K.1-29.7 (N SITE GRID)
1
99.3 23.1 94.1
717 12TH BLDG. PAD 12 GRID POINT K.6-31.1 (N SITE GRID)
1
99.5 23 94.3
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargo �bnsult rls, Ina
Test result with asterisk (*), if any, indicates non-compliance to provided guidelines. /
Test locations are referenced using an in-house system and are approximate.
iG
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.dallasfarffo.com