HomeMy WebLinkAboutFargo Consultants, Inc. - 2/9/2017 (3)RCRG0 2324 Fabens Rd.. Dallas, Texas 75225
rniiri., r rtsi7rr'rnK�e INC. 'rel. 214-352-4100 Fax- 214-352-4811
REPORT OF FIELD COMPACTION Page 1 oft
Tested For: JLB Partners, LP Date Performed: 2/9/2017
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
Geotechnical Engineering • Construction Materials Testing • Environmental Services
www.dallasfarfo.com
Moisture -Density Relations
Proctor No.
Material Description Opt. MQ1%) 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
Field Test Results
Test
Elevation
Proctor
DryDensity
Percent Percent
No.
/Lift
Location
No
(pcf)
Moisture Density
718
SG
BLDG. PAD 12 GRID POINT M.5-29.4 (N. SITE GRID)
3
99.2
23.3
96.2
719
SG
BLDG. PAD 12 GRID POINT M.4-31 (N. SITE GRID)
3
99.5
23.4
96.5
720
1ST
BLDG. PAD 12 GRID POINT M.3-29.6 (N. SITE GRID)
1
98.8
23.4
93.6
721
1ST
BLDG. PAD 12 GRID POINT M.1-31.4 (N. SITE GRID)
1
987
23.5
93.6
722
2ND
BLDG. PAD 12 GRID POINT M.7-29.7 (N. SITE GRID)
4
92.9
26.4
96
723
2ND
BLDG, PAD 12 GRID POINT M.2-31.3 (N. SITE GRID)
3
96.9
23.3
94
724
3RD
BLDG. PAD 12 GRID POINT M.1-29.4 (N. SITE GRID)
3
96.5
23.6
93.6
725
3RD
BLDG PAD 12 GRID POINT M.6-31.6 (N. SITE GRID)
3
96.7
23.5
93.8
726
4TH
BLDG. PAD 12 GRID POINT M.1-29.4 (N. SITE GRID)
1
99.1
22.9
93.9
727
4TH
BLDG. PAD 12 GRID POINT M,6-31.7 (N. SITE GRID)
1
99.4
23,1
94.2
728
5TH
BLDG. PAD 12 GRID POINT M_7-29.6 (N. SITE GRID)
4
91.7
26.6
94.7
729
5TH
BLDG, PAD 12 GRID POINT M.2-31 1 (N. SITE GRID)
4
91.9
26.5
94.9
730
SG
BLDG. PAD 13 GRID POINT M-21.7 (N SITE GRID)
1
98.9
23
93.7
731
SG
BLDG. PAD 13 GRID POINT M.4-23.6 (N. SITE GRID)
1
99
23.1
93.8
732
1ST
BLDG. PAD 13 GRID POINT M.6-21 (N. SITE GRID)
3
96.9
23.4
94
733
1ST
BLDG. PAD 13 GRID POINT M.1-23.4 (N. SITE GRID)
3
96.8
23.5
93.9
734
2ND
BLDG. PAD 13 GRID POINT M.6-21.6 (N. SITE GRID)
1
98.4
23.1
93.3
735
2ND
BLDG. PAD 13 GRID POINT M.7-23 (N. SITE GRID)
1
98.6
23.2
93.5
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
www.dallasfarfo.com
GO2324 Fabens Rd. • Dallas 'texas 75225
rpacao apxss.yrTnNrs, INC. Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION
Page 2 of 2
Tested For: JLB Partners, LP
Date Performed: 2/9/2017
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. /Lift Location
No.
(pcf) Moisture Density
736 3RD BLDG. PAD 13 GRID POINT M-21.4 (N. SITE GRID)
3
97.7 23.4 94.8
737 3RD BLDG. PAD 13 GRID POINT M,1-23.6 (N. SITE GRID)
3
97.9 23.3 95
738 4TH BLDG. PAD 13 GRID POINT M.7-21.6 (N. SITE GRID)
1
99.1 23.1 93.9
739 4TH BLDG. PAD 13 GRID POINT M.6-23,7 (N. SITE GRID)
1
98.9 23.3 93.7
740 12TH BLDG. PAD 13 GRID POINT K.4-21.6 (N. SITE GRID)
3
96.7 23.4 93.8
741 12TH BLDG. PAD 13 GRID POINT K.6-23,4 (N. SITE GRID)
3
96.5 23.3 93.6
742 12TH BLDG. PAD 13 GRID POINT K.9-21.7 (N. SITE GRID)
1
99.2 23 94
743 12TH BLDG. PAD 13 GRID POINT K-23.3 (N. SITE GRID)
1
99.4 23.1 94.2
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargo anis, Inc.
Test result with asterisk (*), if any, indicates non-compliance to provided guidelines.
Test locations are referenced using an in-house system and are approximates u�y
' Q ry Moore, CET
Materials 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