HomeMy WebLinkAboutFargo Consultants, Inc. - 2/20/2017F,1:5_700 2324 Fabcns Rd. - Dallas, Texas 75225
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FARGd aOXaUTMAV I-1S. INC "1'cl. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page I of 2
Tested For: JLB Partners, LP Date Performed: 2/20/2017
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
Moisture -Density Relations
Proctor No.
Material Description
Opt. MQ1%) Max DD (pc) 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
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
Proctor
DryDensity
Percent Percent
No.
/Lift
Location
(pcf)
Moisture Density
923
SG
BLDG. PAD 17 GRID POINT K-4-12.6 (S. SITE GRID)
3
96.7
23.6
93.8
924
SG
BLDG. PAD 17 GRID POINT L.5-12-4 (S. SITE GRID)
3
97.5
23.7
94.6
925
1ST
BLDG. PAD 17 GRID POINT K.1-12.7 (S SITE GRID)
1
99.4
24.2
94,2
926
2ND
BLDG. PAD 17 GRID POINT K6-12.6 (S. SITE GRID)
1
100.8
25
95.5
927
1ST
BLDG. PAD 17 GRID POINT L.7-12 (S. SITE GRID)
1
99.6
24.4
94.4
928
2ND
BLDG. PAD 17 GRID POINT L-12.1 IS. SITE GRID)
1
100.3
24,7
95.1
929
3RD
BLDG. PAD 17 GRID POINT K.1-12.7 (S. SITE GRID)
5
101.2
21.7
95.4
930
4TH
BLDG. PAD 17 GRID POINT K.7-12-6 (S. SITE GRID)
5
101.4
21.8
95.6
931
3RD
BLDG. PAD 17 GRID POINT L.6-12.1 (S. SITE GRID)
5
99.3
22.8
93.6
932
4TH
BLDG. PAD 17 GRID POINT L.7-12,6 (S. SITE GRID)
5
98.8
22.5
93.1
933
5TH
BLDG. PAD 17 GRID POINT K-12.7 (S. SITE GRID)
1
98.7
24.9
93.6
934
6TH
BLDG. PAD 17 GRID POINT K.1-12.1 (S. SITE GRID)
1
99.1
24.3
93.9
935
5TH
BLDG. PAD 17 GRID POINT L.6-12.6 (S. SITE GRID)
3
96.3
23.5
93.4
936
6TH
BLDG. PAD 17 GRID POINT L.1-12.1 (S. SITE GRID)
1
99.3
23.3
94.1
937
9TH
BLDG, PAD 14 GRID POINT V.7-21.9 (N. SITE GRID)
5
99.9
22.6
94.2
938
10TH
BLDG. PAD 14 GRID POINT V.8-21.1 (N. SITE GRID)
3
98
23.8
95.1
939
9TH
BLDG. PAD 14 GRID POINT W.4-20,6 (N. SITE GRID)
3
97.6
24.4
94.7
940
10TH
BLDG. PAD 14 GRID POINT W.5-20.7 (N. SITE GRID)
3
98.6
24.1
95.6
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.dallasfarfo.com
■ • I -700__ 2324 Fabens Rd. • Dallas 'Texas 75225
FAnaoaontsvr.rr x r . iNc Tel. 214-352-4100 Fax. 214-352-4811
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
FargovConsullants, 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.
2a"Jerials
Moore, CET
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.dallasfarfo.com
REPORT OF FIELD COMPACTION
Page 2 of 2
Tested
For: JLB Partners, LP
Date Performed: 2/20/2017
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.
(pef)
Moisture
Density
941
11TH BLDG. PAD 14 GRID POINT V.6-21.6 (N. SITE GRID)
5
99.6
22.4
93.9
942
12TH BLDG. PAD 14 GRID POINT V.7-21.4 (N. SITE GRID)
3
96.1
23.7
93.2
943
11TH BLDG. PAD 14 GRID POINT W.7-20.1 (N SITE GRID)
5
99.3
22.3
93.6
944
12TH BLDG. PAD 14 GRID POINT W.6-20.7 (N. SITE GRID)
5
100.5
22
94.7
945
SG BLDG. PAD 14 GRID POINT V.1-19.6 IN. SITE GRID)
3
96
24.9
93.1
946
SG BLDG. PAD 14 GRID POINT U.7-19 (N. SITE GRID)
3
96.2
24.6
93.3
947
1ST BLDG, PAD 14 GRID POINT V.4-19.4 (N SITE GRID)
3
97.3
23.9
94.4
948
2ND BLDG. PAD 14 GRID POINT V.6-19.1 (N. SITE GRID)
5
102.6
21.2
96.7
949
IST BLDG. PAD 14 GRID POINT U.7-19.7 (N. SITE GRID)
3
98.4
24.1
95.4
950
2ND BLDG. PAD 14 GRID POINT U.9-19.6 IN. SITE GRID)
5
100.6
21.8
94.8
951
3RD BLDG. PAD 14 GRID POINT V.5-19 (N. SITE GRID)
5
100.3
23
94.5
952
3RD BLDG. PAD 14 GRID POINT U.7-19.7 (N SITE GRID)
5
101.2
21.4
95.4
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
FargovConsullants, 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.
2a"Jerials
Moore, CET
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.dallasfarfo.com