HomeMy WebLinkAboutFargo Consultants, Inc. - 3/29/2017 (2)W?C7V 2324 Pabcns Rd. - Dallas,.'1'cxas 7522;
FnRcOGGGG canrsvixnara s, rmo. 'Tel. 214-352-4100 Pax. 214-352-4811
REPORT OF FIELD COMPACTION Page I oft
Tested For: JLB Partners, LP Date Performed: 3/29/2017
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. '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 Materials Testing • Environmental Services
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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
(pcf)
Moisture
Density
1732
2ND
BLDG, PAD 16 GRID POINT Y.5-18.2 (S. SITE GRID)
4
92,6
26.9
95.7
1733
3RD
BLDG. PAD 16 GRID POINT Y.1-18.1 (S. SITE GRID)
3
96.8
25
93.9
1734
4TH
BLDG. PAD 16 GRID POINT Y.6-18.7 (S. SITE GRID)
4
91 8
26.5
94.8
1735
5TH
BLDG. PAD 16 GRID POINTY.1-18.1 (S SITE GRID)
3
977
24.6
94.8
1736
6TH
BLDG. PAD 16 GRID POINT Y.2-18.4 (S. SITE GRID)
1
982
24
93.1
1737
7TH
BLDG. PAD 16 GRID POINT Y.6-18.6 (S. SITE GRID)
4
92.8
26.6
95.9
1738
8TH
BLDG. PAD 16 GRID POINT Y.7-18 (S. SITE GRID)
3
98
24
95.1
1739
9TH
BLDG PAD 16 GRID POINT Y.5-18.7 (S. SITE GRID)
3
96.2
24.6
93.3
1740
10TH
BLDG PAD 16 GRID POINT Y.1-18,5 (S. SITE GRID)
3
97.9
24.1
95
1741
11TH
BLDG. PAD 16 GRID POINT Y-18 4 (S SITE GRID)
3
96.6
28.6
93.7
1742
12TH
BLDG, PAD 16 GRID POINT Y.1-18.6 (S SITE GRID)
3
97.2
23.4
94.3
1743
13TH
BLDG. PAD 16 GRID POINT Y.6-18.4 (S. SITE GRID)
1
98.9
23.2
93.7
1744
2ND
BLDG. PAD 8 GRID POINT P.7-50 7 (N. SITE GRID)
3
97.6
24.1
94.7
1745
3RD
BLDG, PAD 8 GRID POINT P.1-50.6 (N SITE GRID)
4
93.1
26.6
96.2
1746
4TH
BLDG. PAD 8 GRID POINT P.6-50.2 (N. SITE GRID)
3
97.2
23.8
94.3
1747
5TH
BLDG. PAD 8 GRID POINT P.7-50.7 (N. SITE GRID)
1
98.6
23.5
93.5
1748
6TH
BLDG. PAD 8 GRID POINT P.4-50.3 (N. SITE GRID)
5
98.8
23.8
93.1
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 Materials Testing • Environmental Services
avww.dallarfarpo.com
F■ ■� 2324 Fabens Rd. Dallas, '1'cxas 75225
anntaa 0ONSIMTANTS.INa. Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION
Page 2 of 2
Tested For: JLB Partners, LP
Date Performed: 3/29/2017
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
1749 7TH BLDG. PAD 8 GRID POINT P.6-50.7 (N. SITE GRID)
5
100.4 22.4 94.6
1750 8TH BLDG. PAD 8 GRID POINT P.2-50.5 (N. SITE GRID)
5
98.7 23.3 93
1751 9TH BLDG. PAD 8 GRID POINT P.4-50.1 (N. SITE GRID)
5
99.3 22.6 93.6
1752 10TH BLDG. PAD 8 GRID POINT P.6-50.7 (N. SITE GRID)
5
99.4 21.9 93.7
1753 11TH BLDG, PAD 8 GRID POINT P.4-50 (N. SITE GRID)
5
98.9 22.4 93.2
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargo Consultants, 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
4tera
ialss 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 Engineeiin,g • Construction Materials Testing • Environmental Services
www.dallasfarFo.com