HomeMy WebLinkAboutFargo Consultants, Inc. - 1/11/2017F7�
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2324 Fabens Rd.. Dallas, Texas 7522;
'Fel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page I of I
Tested For: JLB Partners, LP Date Performed: 1/11/2017
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-5001EZ
Probe Depth: 8 Inches
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
(pcfi Moisture Density
72
6TH BLDG. 1 GRID POINT T.3-31.1 (S. SITE GRID)
3
96.2
24.5
93.3
73
6TH BLDG, 1 GRID POINT T-29.1 (S. SITE GRID)
3
96.8
24.3
93.9
74
7TH BLDG, 1 GRID POINT T.6-31.5 (S. SITE GRID)
5
98.8
21.9
93.1
75
7TH BLDG. 1 GRID POINT T.1-29.1 (S. SITE GRID)
5
99.2
23.3
93.5
76
8TH BLDG. 1 GRID POINT T.4-31 (S. SITE GRID)
5
99.5
21.5
93.8
77
8TH BLDG. 1 GRID POINT T_3-29.4 (S_ SITE GRID)
5
98.8
22.1
93.1
78
9TH BLDG. 1 GRID POINT T.1-31.8 (S. SITE GRID)
4
92.1
27.1
95.1
79
9TH BLDG. 1 GRID POINT T.4-29 (S. SITE GRID)
4
92.1
26.6
95.1
80
10TH BLDG. 1 GRID POINT T.3-31.1 (S. SITE GRID)
5
99.2
21.4
93.5
81
10TH BLDG. 1 GRID POINT T.4-29 (S. SITE GRID)
5
100.1
24
94.3
82
11TH BLDG. 1 GRID POINT T-31.2 (S. SITE GRID)
1
99.5
23.5
94.3
83
11TH BLDG, 1 GRID POINT T-29 (S. SITE GRID)
1
98.9
24.1
93.7
Source of Compaction Requirements: Geotechnical Report
Respectfully
Submitted,
Tar Co s [!ants,
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.
6W
ry
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.
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