HomeMy WebLinkAboutFargo Consultants, Inc. - 3/28/2017 (4)■ ■ -700 2324 Fabens Rd. I llallas, Texas 75225
ocoxtirr..rnxy�rs ixo 'Fel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page 1 of 2
Tested For: JLB Partners, LP Date Performed: 3/28/2017
Project Name: Grapevine Bluff Apartments Fargo Job No. M16-4962
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(01o) 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
7
Brown CLAYEY SAND - Select Fill
14.3 114
Min. 95
-2 to +2
8
Reddish Brown and Tan CLAYEY SAND
13 115
Min. 95
-2 to +2
Field Test Results
Test
Elevation
Proctor
DryDensity
Percent Percent
No.
/Lift Location
No
(pcfi
Moisture Density
1704
6TH BLDG. PAD 16 GRID POINT Y.5-16 (S. SITE GRID)
3
98,3
24.6
95.3
1705
7TH BLDG. PAD 16 GRID POINT Y.2-16 (S. SITE GRID)
3
99.1
24,2
96.1
1706
8TH BLDG PAD 16 GRID POINT Y.6-16 (S. SITE GRID)
1
100.2
22.9
95
1707
9TH BLDG PAD 16 GRID POINT Y.1-16 (S. SITE GRID)
3
98.8
23.3
95.8
1708
10TH BLDG PAD 16 GRID POINT Y.4-16 (S. SITE GRID)
1
99.2
23.8
94
1709
11TH BLDG. PAD 16 GRID POINT Y,6-16 (S. SITE GRID)
1
99.4
23.3
94.2
1710
12TH BLDG. PAD 16 GRID POINTY,8-16 (S. SITE GRID)
3
98.6
24.1
95.6
1711
13TH BLDG PAD 16 GRID POINT Y-16 (S. SITE GRID)
1
101.1
22.9
95.8
1712
SG BLDG. PAD 16 GRID POINT Y.4-18 (S. SITE GRID)
4
91.3
26,5
94.3
1713
1ST BLDG. PAD 16 GRID POINT Y.6-18 (S. SITE GRID)
3
96.9
24.2
94
1714
6TH BLDG. PAD 8 GRID POINT 0.1-49 (N. SITE GRID)
5
100.2
22.5
94.4
1715
7TH BLDG. PAD 8 GRID POINT 0.7-49 (N. SITE GRID)
5
98.7
22.8
93
1716
8TH BLDG. PAD 8 GRID POINT 0.7-49 (N. SITE GRID)
5
100.3
24.3
94.5
1717
9TH BLDG. PAD 8 GRID POINT 0.6-49 (N. SITE GRID)
5
101
24
95.2
1718
10TH BLDG. PAD 8 GRID POINT 0.4-49 (N. SITE GRID)
5
100.2
22.6
94.4
1719
11TH BLDG. PAD 8 GRID POINT 0.1-49 (N. SITE GRID)
5
99.6
23
93.9
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
222 .00 2324 Pabens Rd. • Dallas,'I'exas 75225
PAR[sn COWMIA-ANTS, rrrc- 1'cl. 214-352-4100 Pax. 214-352-4817
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Y-7
onsull nts, rite -
Test result with asterisk (*), if any, indicates non-compliance to provided guidelines.
Test locations are referenced using an in-house system and are approximate.6W
G y 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. 'fest 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.dallai-far,eo.com
REPORT OF FIELD COMPACTION
Page 2 of 2
Tested For: JLB Partners, LP
Date Performed: 3/28/2017
Project Name: Grapevine Bluff Apartments
Fargo Job No. M16-4962
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
Test
Elevation
Proctor
DryDensity Percent Percent
No.
(Lift Location
No.
(pcfi Moisture Density
1720
12TH BLDG. PAD 8 GRID POINT 0-49 (N. SITE GRID)
5
101.2 21.9
95.4
1721
13TH BLDG- PAD 8 GRID POINT 0.6-49 (N. SITE GRID)
5
100.8 22.3
95
1722
SG BLDG. PAD 8 GRID POINT P 1-50 (N. SITE GRID)
1
98.5 23.9
93.4
1723
1ST BLDG- PAD 8 GRID POINT P.7-50 (N. SITE GRID)
1
99.8 23.4
94.6
1724
FG BLDG- PAD 10 GRID POINT V-2-41 (N. SITE GRID)
8
110.3 11.2
95.9
1725
FG BLDG. PAD 10 GRID POINT U.4-42 (N. SITE GRID)
7
108.4 12-3
95.1
1726
FG BLDG- PAD 10 GRID POINT T-1-40 (N. SITE GRID)
8
109.5 11.6
95.2
1727
FG BLDG. PAD 10 GRID POINT R-0-40 (N_ SITE GRID)
7
108.9 12.5
95.5
1728
FG BLDG. PAD 9 GRID POINT T-45 (N. SITE GRID)
7
108.4 12.4
95.1
1729
FG BLDG. PAD 9 GRID POINT R.6-46 (N. SITE GRID)
7
108.6 12.7
95.3
1730
FG BLDG. PAD 9 GRID POINT R.1-44 (N. SITE GRID)
8
112.6 11.8
97.9
1731
FG BLDG. PAD 9 GRID POINT P-44 (N. SITE GRID)
8
109.4 12.5
95.1
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Y-7
onsull nts, rite -
Test result with asterisk (*), if any, indicates non-compliance to provided guidelines.
Test locations are referenced using an in-house system and are approximate.6W
G y 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. 'fest 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.dallai-far,eo.com