HomeMy WebLinkAboutFargo Consultants, Inc. - 3/30/2017 (3)2324 Fabens Rd. Dallas, Texas 75225
FAROO aarrxur..TArrxs, INC Tel. 214-352-4100 Pax. 214-352-4811
REPORT OF FIELD COMPACTION Page 1 oft
Tested For: JLB Partners, LP Date Performed: 3/30/2017
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
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.dallasfarpo.com
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
Field Test Results
Test
Elevation
Proctor
DryDensity
Percent Percent
No.
/Lift
Location
No
(pcfi
Moisture Density
1754
12TH
BLDG. PAD 8 GRID POINT P.4-50 (N. SITE GRID)
5
99.4
21.9
93.7
1755
13TH
BLDG. PAD 8 GRID POINT P.5-50.1 (N. SITE GRID)
5
100.1
21.6
94.3
1756
SG
BLDG. PAD 8 GRID POINT R.1-51 (N. SITE GRID)
1
98.8
23.1
93.6
1757
1ST
BLDG. PAD 8 GRID POINT R.6-51.1 (N. SITE GRID)
3
96.1
24
93.2
1758
2ND
BLDG. PAD 8 GRID POINT R.1-51.1 (N. SITE GRID)
5
99.4
22.8
93.7
1759
3RD
BLDG, PAD 8 GRID POINT R.4-51.4 (N. SITE GRID)
5
100.2
21.6
94.4
1760
4TH
BLDG. PAD 8 GRID POINT R-51.7 (N. SITE GRID)
5
98.9
21.1
93.2
1761
5TH
BLDG. PAD 8 GRID POINT R.6-51.3 (N. SITE GRID)
5
99.3
21.8
93.6
1762
6TH
BLDG. PAD 8 GRID POINT R.2-51.7 (N. SITE GRID)
5
98.7
22.2
93
1763
7TH
BLDG. PAD 8 GRID POINT R.7-51.6 (N. SITE GRID)
3
96
23.9
93.1
1764
SG
BLDG. PAD 16 GRID POINT Y.6-19.4 (S. SITE GRID)
4
92.7
26.6
95.8
1765
IST
BLDG. PAD 16 GRID POINTY -19.2 (S. SITE GRID)
3
96.8
25.1
93.9
1766
2ND
BLDG. PAD 16 GRID POINT Y.1-19.6 (S. SITE GRID)
3
97.3
24.4
94.4
1767
3RD
BLDG. PAD 16 GRID POINT Y.6-19.7 (S. SITE GRID)
3
98.1
24.8
95.2
1768
4TH
BLDG. PAD 16 GRID POINT Y.7-19.2 (S. SITE GRID)
3
98.4
24.2
95.4
1769
5TH
BLDG. PAD 16 GRID POINT Y.2-19 (S. SITE GRID)
3
96,2
25
93.3
1770
6TH
BLDG. PAD 16 GRID POINT Y.1-19.7 (S. SITE GRID)
4
92.6
26.5
95.7
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.dallasfarpo.com
F0 2324 Fabens Rd. • Dallas Texas 7522:
snnan a 444 Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page 2 of 2
Tested For: JLB Partners, LP Date Performed: 3/30/2017
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. ILift Location No. (pcfi Moisture Density
1771 7TH BLDG. PAD 16 GRID POINT Y.6-19.4 (S. SITE GRID) 4 91.9 26.8 94.9
1772 8TH BLDG. PAD 16 GRID POINT Y-19.2 (S. SITE GRID) 3 97.1 23.9 94.2
1773 9TH BLDG. PAD 16 GRID POINT Y.1-19.9 (S. SITE GRID) 3 98.5 23.4 95.5
1774 10TH BLDG. PAD 16 GRID POINT Y.6-19.6 (S. SITE GRID) 3 97.2 24.5 94.3
1775 11TH BLDG. PAD 16 GRID POINT Y.7-19 (S. SITE GRID) 3 97.7 24 94.8
1776 12TH BLDG. PAD 16 GRID POINT Y.3-19.7 (S. SITE GRID) 1 100.3 23.5 95.1
1777 13TH BLDG. PAD 16 GRID POINT Y.4-19.1 (S. SITE GRID) 1 99.8 23.2 94.6
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargo 5COsultants, 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.
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. dallasfareo. com