HomeMy WebLinkAboutFargo Consultants, Inc. - 2/13/2017 (2)RZ00
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FARO CONSULTANTS. INC.
2324 1 �abens Rd. - Dallas Texas..7522:
Tel. 214-352-4100 Fax. ax. 214-352-4811
REPORT OF FIELD COMPACTION Page I oft
Tested For: JLB Partners, LP Date Performed: 2/13/2017
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
No. /Lift
796 3RD
797 3RD
798 4TH
799 4TH
800 5TH
801 5TH
802 6TH
803 6TH
804 7TH
805 7TH
806 8TH
807 8TH
808 9TH
809 9TH
810 3RD
811 3RD
812 4TH
Location
BLDG. PAD 12 GRID POINT 0.3-28.4 (N. SITE GRID)
BLDG. PAD 12 GRID POINT 0.4-31.3 (N. SITE GRID)
BLDG. PAD 12 GRID POINT 0.1-28.7 (N. SITE GRID)
BLDG PAD 12 GRID POINT 0.3-31.6 (N. SITE GRID)
BLDG PAD 12 GRID POINT 0.1-28.4 (N. SITE GRID)
BLDG. PAD 12 GRID POINT 0.6-31.3 (N. SITE GRID)
BLDG_ PAD 12 GRID POINT 0.4-28.7 (N. SITE GRID)
BLDG. PAD 12 GRID POINT 0-31.3 (N. SITE GRID)
BLDG. PAD 12 GRID POINT 0.3-28.7 (N. SITE GRID)
BLDG. PAD 12 GRID POINT 0.6-31.3 (N. SITE GRID)
BLDG. PAD 12 GRID POINT 0.1-28.4 (N. SITE GRID)
BLDG. PAD 12 GRID POINT 0.3-31.9 (N. SITE GRID)
BLDG, PAD 12 GRID POINT 0.1-28.9 (N. SITE GRID)
BLDG. PAD 12 GRID POINT 0.7-31.4 (N. SITE GRID)
BLDG. PAD 13 GRID POINT 0.3-21.6 (N. SITE GRID)
BLDG. PAD 13 GRID POINT 0.1-24.4 (N. SITE GRID)
BLDG. PAD 13 GRID POINT 0.6-21.6 (N. SITE GRID)
Proctor DryDensity
No
Moisture -Density Relations
3
96.3
3
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
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
100.3
Field Test Results
99.1
1
98.8
Test Elevation
No. /Lift
796 3RD
797 3RD
798 4TH
799 4TH
800 5TH
801 5TH
802 6TH
803 6TH
804 7TH
805 7TH
806 8TH
807 8TH
808 9TH
809 9TH
810 3RD
811 3RD
812 4TH
Location
BLDG. PAD 12 GRID POINT 0.3-28.4 (N. SITE GRID)
BLDG. PAD 12 GRID POINT 0.4-31.3 (N. SITE GRID)
BLDG. PAD 12 GRID POINT 0.1-28.7 (N. SITE GRID)
BLDG PAD 12 GRID POINT 0.3-31.6 (N. SITE GRID)
BLDG PAD 12 GRID POINT 0.1-28.4 (N. SITE GRID)
BLDG. PAD 12 GRID POINT 0.6-31.3 (N. SITE GRID)
BLDG_ PAD 12 GRID POINT 0.4-28.7 (N. SITE GRID)
BLDG. PAD 12 GRID POINT 0-31.3 (N. SITE GRID)
BLDG. PAD 12 GRID POINT 0.3-28.7 (N. SITE GRID)
BLDG. PAD 12 GRID POINT 0.6-31.3 (N. SITE GRID)
BLDG. PAD 12 GRID POINT 0.1-28.4 (N. SITE GRID)
BLDG. PAD 12 GRID POINT 0.3-31.9 (N. SITE GRID)
BLDG, PAD 12 GRID POINT 0.1-28.9 (N. SITE GRID)
BLDG. PAD 12 GRID POINT 0.7-31.4 (N. SITE GRID)
BLDG. PAD 13 GRID POINT 0.3-21.6 (N. SITE GRID)
BLDG. PAD 13 GRID POINT 0.1-24.4 (N. SITE GRID)
BLDG. PAD 13 GRID POINT 0.6-21.6 (N. SITE GRID)
Proctor DryDensity
No
(pcfl
3
96.3
3
96.5
1
99.1
1
98.9
4
92.7
4
92.5
3
97.2
3
98.1
1
99.6
1
99.5
5
99.7
5
99.6
1
100.1
1
100.3
1
99.1
1
98.8
3
97.3
Percent Percent
Moisture Density
23.4
93.4
23.3
93.6
23
93.9
23.2
93.7
26.4
95.8
26.5
95.6
23.9
94.3
23.5
95.2
23.1
94.4
23.3
94.3
21.2
94
21.5
93.9
23.1
94.9
22.9
951
23.1
93.9
23.3
93.6
23.5
94.4
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 Servicer
www. dallasfamo. com
F2324 Fabens Rd. - Dallas Texas 75225
FAnUO CONSULTANTS, INC. Tel. 214-352-4100 Fax. 214-352-4811
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargo o►rs a►rLs, 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.
ymarterials
y Moore, CET
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 Materialr Testing • Environmental Services
www.dallasfarFo.com
REPORT OF FIELD COMPACTION
Page 2 of 2
Tested
For: JLB Partners, LP
Date Performed: 2/13/2017
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.
(pcfi Moisture
Density
813
4TH BLDG PAD 13 GRID POINT 0.7-24 (N. SITE GRID)
3
97.4 23.3
94.5
814
5TH BLDG. PAD 13 GRID POINT 0.3-21.7 (N. SITE GRID)
1
99.3 23
94.1
815
5TH BLDG. PAD 13 GRID POINT 0.4-24.6 (N. SITE GRID)
1
99.4 23.2
94.2
816
6TH BLDG. PAD 13 GRID POINT 0.3-21.3 (N. SITE GRID)
1
99.2 22.9
94
817
6TH BLDG. PAD 13 GRID POINT 0.7-24.7 (N. SITE GRID)
1
98.9 23.3
93.7
818
7TH BLDG. PAD 13 GRID POINT 0.1-21.3 (N. SITE GRID)
3
98.2 23.5
95.2
819
7TH BLDG. PAD 13 GRID POINT 0.3-24.5 (N. SITE GRID)
3
97.8 23.6
94,9
820
8TH BLDG. PAD 13 GRID POINT 0.7-21.4 (N. SITE GRID)
5
99.4 21
93.7
821
8TH BLDG. PAD 13 GRID POINT 0.4-24.8 (N. SITE GRID)
5
99.1 21.2
93.4
822
9TH BLDG. PAD 13 GRID POINT 0-21 (N. SITE GRID)
3
97.7 23.4
94.8
823
9TH BLDG. PAD 13 GRID POINT 0.3-24.4 (N. SITE GRID)
3
97.4 23.6
94.5
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargo o►rs a►rLs, 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.
ymarterials
y Moore, CET
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 Materialr Testing • Environmental Services
www.dallasfarFo.com