HomeMy WebLinkAboutFargo Consultants, Inc. - 2/11/2017jff,MR
20 2324 Fabens Rd. • Dallas Texas 7522;.
VARGO aatrsr?x°rnraxs.zrra. 'Fel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page I oft
Tested For: JLB Partners, LP Date Performed: 2/11/2017
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
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 Allaterials Testing • Environmental Services
www.dalla.rfarffo.com
Moisture -Density Relations
Proctor No.
Material Description Opt. MC(01o) Max. DD (pcf) 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
782
SG
BLDG. PAD 12 GRID POINT 0.2-28.7 (N. SITE GRID)
1
982
23.4
93.1
783
SG
BLDG. PAD 12 GRID POINT 0.4-31.1 (N. SITE GRID)
1
99
23
93.8
784
SG
BLDG. PAD 13 GRID POINT 0.1-21.5 (N. SITE GRID)
1
99.3
23.6
94.1
785
SG
BLDG. PAD 13 GRID POINT 0.5-24.4 (N. SITE GRID)
1
98.8
23.4
93.6
786
13TH
BLDG. PAD 12 GRID POINT 0.4-28.7 (N. SITE GRID)
4
91.2
26.5
94.2
787
13TH
BLDG. PAD 12 GRID POINT 0.4-31.4 (N. SITE GRID)
4
91 3
26.4
94.3
788
1ST
BLDG. PAD 12 GRID POINT 0.6-28.1 (N. SITE GRID)
5
100.2
21.4
94.4
789
1ST
BLDG, PAD 12 GRID POINT 0.1-31.6 (N. SITE GRID)
5
100.5
21,1
94.7
790
2ND
BLDG. PAD 12 GRID POINT 0-28 (N. SITE GRID)
3
97.2
23.5
94.3
791
2ND
BLDG. PAD 12 GRID POINT 0.3-31.1 (N. SITE GRID)
3
96.9
23.7
94
792
1ST
BLDG. PAD 13 GRID POINT 0.8-21.7 (N. SITE GRID)
4
92.3
26.6
95.4
793
1ST
BLDG. PAD 13 GRID POINT 0.1-24.4 (N. SITE GRID)
4
92.4
26.4
95.5
794
2ND
BLDG. PAD 13 GRID POINT 0.3-21.9 (N. SITE GRID)
1
99.2
23.1
94
795
2ND
BLDG. PAD 13 GRID POINT 0.1-24.4 (N. SITE GRID)
1
99.4
22.9
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. '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 Allaterials Testing • Environmental Services
www.dalla.rfarffo.com
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REPORT OF FIELD COMPACTION
Tested For: JLB Partners, LP
Project Name: Grapevine Bluff Apartments
2324 Pabens Rd. • Dallas, Texas 75225
Tcl. 214-352-4100 Pax. 214-352-4811
Page 2 of 2
Date Performed: 2/11/2017
Fargo Job No. M16-4962
Grapevine, Texas
Density and Moisture: Per ASTM D-6938 Gauge Manufacturer: Humboldt
Test Mode: Direct Transmission Gauge Model: HS-50OIEZ
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�E'onsrrl nis, Inc.
Ga Moores, T
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
w2vw. dallasfaroo. com