HomeMy WebLinkAboutFargo Consultants, Inc. - 1/10/2017rnrec:o ooras�rxAx•ras,irra.
2324 Pabens Rd. • Dallas, 'Texas 7522:
'fel. 214-352-4100 Pax. 214-352-4811
REPORT OF FIELD COMPACTION Page 1 of 2
Tested For: JLB Partners, LP Date Performed: 1/10/2017
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(Yo) Max DD (pcfi DD Range (%) MC Range
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
57
SG
BLDG 1 GRID POINT T 2-29 (S. SITE GRID)
3
97.2
28.1
94.3
58
SG
BLDG. 1 GRID POINT T 4-31.4 (S SITE GRID)
3
98.3
27.7
95.3
59
14TH
BLDG, 1 GRID POINT S-36.5 (S SITE GRID)
5
103,7
208
97.7
60
14TH
BLDG, 1 GRID POINT R-31 (S. SITE GRID)
5
102.5
21.1
96.6
61
14TH
BLDG. 1 GRID POINT Q-26 (S SITE GRID)
5
101.6
22.1
958
62
1ST
BLDG. 1 GRID POINT T2-28 7 (S SITE GRID)
4
93.7
27.5
96.8
63
1ST
BLDG. 1 GRID POINT T.4-34.4 (S. SITE GRID)
4
92.5
28.3
95.6
64
2ND
BLDG, 1 GRID POINT T.3-31 (S. SITE GRID)
4
90.7
29
93.7
65
2ND
BLDG. 1 GRID POINT T.1-29 (S. SITE GRID)
4
92
28,4
95
66
3RD
BLDG. 1 GRID POINT T.3-31.2 (S. SITE GRID)
4
93
27.6
96.1
67
3RD
BLDG. 1 GRID POINT T.1-29.1 (S. SITE GRID)
4
94.1
26.6
97.2
68
4TH
BLDG. 1 GRID POINT T 4-30.4 (S. SITE GRID)
4
93.9
26.9
97
69
4TH
BLDG. 1 GRID POINT T.2-29 (S. SITE GRID)
3
96.6
24.4
93.7
70
5TH
BLDG, 1 GRID POINT T.4-28.8 (S. SITE GRID)
3
97
24.5
94.1
71
5TH
BLDG. 1 GRID POINT T.2-33 (S. SITE GRID)
4
93
27,1
96.1
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. 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.dallasfarpo.com
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REPORT OF FIELD COMPACTION
Tested For: JLB Partners, LP
Project Name: Grapevine Bluff Apartments
2324 Fabens Rd. • Dallas, Texas 75225
Tel. 214-352-4100 Fax. 214-352-4811
Page 2 of 2
Date Performed: 1/10/2017
Fargo Job No. M16-4962
Grapevine, Texas
Density and Moisture: Per ASTM D-6938 Gauge Manufacturer: Humboldt
Test Mode: Direct Transmission Gauge Model: HS-5001EZ
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 ons ants.. Inc.
y 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.
Geotechnical Engineering • Construction Materials Testing •Environmental Servicer
www. dallasfamo. com