HomeMy WebLinkAboutFargo Consultants, Inc. - 3/31/2017 (2)FAn cin a o zqn u a,rA tNOC
2324 Fabens Rd. - Dallas, Texas 7522;
Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page 1 of
Tested For: JLB Partners, LP Date Performed: 3/31/2017
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
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 sirrlar 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
Moisture -Density Relations
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
Field Test Results
Test
Elevation
Proctor
DryDensity
Percent Percent
No.
/Lift
Location
No
(pcfl
Moisture Density
1778
SG
BLDG- PAD 15 GRID POINT H.8-15.5 (N. SITE GRID)
1
99,3
23.6
94.1
1779
1ST
BLDG. PAD 15 GRID POINT H-15.2 (N, SITE GRID)
1
99
24.2
93.8
1780
2ND
BLDG. PAD 15 GRID POINT H.4-15.2 (N SITE GRID)
1
100.1
24.5
94.9
1781
3RD
BLDG. PAD 15 GRID POINT H.6-15.4 (N. SITE GRID)
1
99.4
23.1
94.2
1782
4TH
BLDG_ PAD 15 GRID POINT H.1-15.6 (N. SITE GRID)
1
98.7
22.9
93.6
1783
5TH
BLDG. PAD 15 GRID POINT H.6-15.7 (N. SITE GRID)
1
101.2
23.2
95.9
1784
6TH
BLDG. PAD 15 GRID POINT H.7-15.5 (N. SITE GRID)
3
96.3
24
93.4
1785
7TH
BLDG. PAD 15 GRID POINT H.2-15.7 (N. SITE GRID)
3
97.5
23.8
94.6
1786
8TH
BLDG. PAD 15 GRID POINT H.6-15.4 (N. SITE GRID)
4
92.8
26.5
95.9
1787
9TH
BLDG. PAD 15 GRID POINT H.1-15.1 (N. SITE GRID)
3
96.1
24.2
93.2
1788
8TH
BLDG. PAD 8 GRID POINT R-51 (N. SITE GRID)
3
98.7
23.7
95.7
1789
9TH
BLDG. PAD 8 GRID POINT R.6-51.6 (N. SITE GRID)
5
99.5
21
93.8
1790
10TH
BLDG. PAD 8 GRID POINT R.7-51.4 (N. SITE GRID)
3
97.6
24.3
94.7
1791
11TH
BLDG. PAD 8 GRID POINT R-51.6 (N. SITE GRID)
5
99.2
21.7
93.5
1792
12TH
BLDG. PAD 8 GRID POINT R.3-51.7 (N. SITE GRID)
5
98.9
22.4
93.2
1793
13TH
BLDG. PAD 8 GRID POINT R.7-51.6 (N. SITE GRID)
5
99.8
21.6
94.1
1794
SG
BLDG. PAD 7 GRID POINT P.1-54.5 (N..SITE GRID)
1
99.2
22.9
94
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 sirrlar 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
F�1Ga
i-' A14 GO C O118t3 INA 1N TS..TNr
REPORT OF FIELD COMPACTION
Tested For: JLB Partners, LP
Project Name: Grapevine Bluff Apartments
2324 Pabens Rd. • Dalfas, 'Texas 75225
Tel. 214-352-4100 Pax. 214-352-4811
Page 2 of 2
Date Performed: 3/31/2017
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
Source of Compaction Requirements: Geotechnical Report
Test result with asterisk (*), if any, indicates non-compliance to provided guidelines.
Test locations are referenced using an in-house system and are approximate.
Respectfully Submitted,
Fargo onsultants, Inc.
Ga 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. 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