HomeMy WebLinkAboutFargo Consultants, Inc. - 2/6/2017FA..nGo co N$VE.TANT8.INr,_
2324 Fabcns Rd. • Dallas, Texas 75225
fcl. 214-352-4100 Fax. ax. 214-352-4811
REPORT OF FIELD COMPACTION Page 1 oft
Tested For: JLB Partners, LP Date Performed: 2/6/2017
Project Name: Grapevine Bluff Apartments Fargo Job No. M 16-4962
Gra evine, 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(1) 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
7
Brown CLAYEY SAND - Select Fill
14.3
114
Min. 95
-2 to +2
5TH
Field Test Results
4
91.2
26.8
Test
Elevation
Proctor
DryDensity
Percent
Percent
No.
/Lift
Location
No
(Pcfi
Moisture
Density
625
5TH
BLDG, PAD 13 GRID POINT 1.2-24.5 (N. SITE GRID)
4
91.9
27.1
94.9
626
6TH
BLDG. PAD 13 GRID POINT 1-24.4 (N. SITE GRID)
3
98.7
24.8
95.7
627
5TH
BLDG. PAD 13 GRID POINT J.4-20 (N. SITE GRID)
4
91.2
26.8
94.2
628
6TH
BLDG. PAD 13 GRID POINT J.5-20.5 (N_ SITE GRID)
3
96.6
24.5
93.7
629
7TH
BLDG PAD 13 GRID POINT 1.4-24.5 (N. SITE GRID)
4
90
26.9
93
630
8TH
BLDG. PAD 13 GRID POINT 16-24.1 (N. SITE GRID)
4
92.9
26.4
96
631
7TH
BLDG. PAD 13 GRID POINT J.7-20.7 (N. SITE GRID)
4
92.2
27.2
95.2
632
8TH
BLDG. PAD 13 GRID POINT J 4-20.6 (N. SITE GRID)
1
98.3
22.9
93.2
633
9TH
BLDG PAD 13 GRID POINT 18-24.7 (N. SITE GRID)
4
92.6
26.4
95.7
634
10TH
BLDG PAD 13 GRID POINT 1.3-24.6 (N. SITE GRID)
4
92.9
26.7
96
635
9TH
BLDG PAD 13 GRID POINT J.7-20.2 (N. SITE GRID)
3
97.7
23.6
94.8
636
10TH
BLDG PAD 13 GRID POINT J-20.1 (N. SITE GRID)
4
93.5
26.7
96.6
637
11TH
BLDG PAD 13 GRID POINT J.4-20.7 (N. SITE GRID)
3
96.2
24.4
93.3
638
11TH
BLDG. PAD 13 GRID POINT 1.8-24.6 (N. SITE GRID)
3
96.8
24.8
93.9
639
5TH
BLDG PAD 12 GRID POINT J 7-29 (N. SITE GRID)
3
98
241
95.1
640
6TH
BLDG. PAD 12 GRID POINT J 1-29.4 (N. SITE GRID)
1
98.6
23.2
93.5
641
5TH
BLDG. PAD 12 GRID POINT 16-34.7 (N. SITE GRID)
1
99.4
23.3
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 arc 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.dallasfari,o.com
0 2324 Fabens Rd - Dallas, 'Texas 75225
rARGO Clo.Ms:7[.xANTs, INC, Tel. 214-352-4100 Fax. 214-352-4811
P 9 P Respectfully Submitted,
Source of Compaction Requirements: Geotechnical Report
Fargo onsulfants, Inc.
Test result with asterisk (*), if any, indicates non-compliance to provided guidelines. oz
Test locations are referenced using an in-house system and are approximate.
Gil Moore, CET
aterials Testing Division
J
The information and results shown on this report arc 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
w2vw. dallasfaryo. cam
REPORT OF FIELD COMPACTION
Page 2 of 2
Tested For: JLB
Partners, LP
Date Performed: 2/6/2017
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
No.
ILift
Location
No.
(pcf)
Moisture Density
642
6TH
BLDG. PAD 12 GRID POINT 1-34.6 (N. SITE GRID)
3
99.8
23.3
96.8
643
7TH
BLDG, PAD 12 GRID POINT J.4-29.2 (N. SITE GRID)
1
101.1
22.9
95.8
644
8TH
BLDG. PAD 12 GRID POINT J-29,7 (N. SITE GRID)
3
97.9
23.3
95
645
7TH
BLDG. PAD 12 GRID POINT 1.6-34.2 (N. SITE GRID)
1
99.3
23.2
94.1
646
8TH
BLDG. PAD 12 GRID POINT 1.2-34 (N. SITE GRID)
3
97.3
23.6
94.4
647
9TH
BLDG. PAD 12 GRID POINT J.7-29.4 (N. SITE GRID)
3
97.1
24
94.2
648
10TH
BLDG. PAD 12 GRID POINT J.2-29.6 (N. SITE GRID)
3
97.6
23.7
94.7
649
9TH
BLDG. PAD 12 GRID POINT 1.4-34 7 (N SITE GRID)
3
95.9
24.9
93
650
10TH
BLDG. PAD 12 GRID POINT 1.6-34 4 (N. SITE GRID)
4
90.2
26.6
93.2
651
11TH
BLDG. PAD 12 GRID POINT J.4-29.6 (N. SITE GRID)
3
96.6
24.5
93.7
652
11TH
BLDG. PAD 12 GRID POINT 1.6-34.2 (N. SITE GRID)
3
97
24,2
94.1
653
FG
BLDG. PAD 18 GRID POINT K.7-26.4 (S. SITE GRID)
7
113.1
14.9
99.2
654
FG
BLDG. PAD 18 GRID POINT L.4-25.7 (S. SITE GRID)
7
113.7
14.6
99.7
655
FG
BLDG. PAD 18 GRID POINT M 6-23 (S..SITE GRID)
7
112.5
15.7
98.7
657
FG
BLDG. PAD 18 GRID POINT L-20.4 (S. SITE GRID)
7
113.4
14
99.5
658
FG
BLDG, PAD 18 GRID POINT K.7-19.6 (S. SITE GRID)
7
112.8
14.3
98.9
P 9 P Respectfully Submitted,
Source of Compaction Requirements: Geotechnical Report
Fargo onsulfants, Inc.
Test result with asterisk (*), if any, indicates non-compliance to provided guidelines. oz
Test locations are referenced using an in-house system and are approximate.
Gil Moore, CET
aterials Testing Division
J
The information and results shown on this report arc 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
w2vw. dallasfaryo. cam