HomeMy WebLinkAboutFargo Consultants, Inc. - 5/9/2017R� I7C70_ _
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CONSULTANTS, INC
2324 Fabens Rd. - Dallas, 'Texas 75225
'1'cl. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page 1 of 2
Tested For: JLB Partners, LP Date Performed: 5/9/2017
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
Moisture -Density Relations
Proctor No. Material Description Opt MC(Vo) Max. DD (pcj) 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
Field Test Results
Test
Elevation
Proctor
DryDensity
Percent
Percent
No.
/Lift
Location
No
(pcfi
Moisture
Density
2278
7TH
BLDG. PAD 4 GRID POINT G.6-49.1 (N. SITE GRID)
3
97.9
23.5
95
2279
8TH
BLDG. PAD 4 GRID POINT G.5-49.6 (N. SITE GRID)
3
98.1
23.8
95.2
2280
9TH
BLDG, PAD 4 GRID POINT G.8-49.7 (N. SITE GRID)
3
96.6
24.3
93.7
2281
10TH
BLDG. PAD 4 GRID POINT G.1-49.4 (N. SITE GRID)
3
97.7
23.3
94.8
2282
11TH
BLDG. PAD 4 GRID POINT G_6-49.5 (N. SITE GRID)
4
92.8
26.4
95.9
2283
12TH
BLDG, PAD 4 GRID POINT G.9-49.6 (N, SITE GRID)
3
97.1
23.9
94.2
2284
13TH
BLDG. PAD 4 GRID POINT G.4-49.5 (N. SITE GRID)
3
99
23.4
96
2285
SG
BLDG. PAD 4 GRID POINT F.3-48.5.7 (N. SITE GRID)
3
96
25
93.1
2286
SG
BLDG PAD 4 GRID POINT E.549,1 (N. SITE GRID)
3
96.3
24.8
93.4
2287
1ST
BLDG. PAD 4 GRID POINT E.449.8 (N. SITE GRID)
3
97.7
23.6
94.8
2288
2ND
BLDG, PAD 4 GRID POINT E.7-49.6 (N_ SITE GRID)
3
98.9
23.3
95.9
2289
1ST
BLDG PAD 4 GRID POINT F.1-48 9 (N. SITE GRID)
3
99.3
23'
96.3
2290
2ND
BLDG PAD 4 GRID POINT F.9-48.7 (N. SITE GRID)
3
97.9
23.9
95
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.dallasfarffo.com
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FAILGo 00bMuVrAVVS. MC.
REPORT OF FIELD COMPACTION
Tested For: JLB Partners, LP
Project Name: Grapevine Bluff Apartments
2324 Pabens Rd. • Dallns "texas 7522:
'rel, 214-352-4100 Pax. 214-352-4811
Page 2 of 2
Date Performed: 5/9/2017
Fargo Job No. M 16-4962
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 Respectfully Submitted,
Fargo onstt . 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 approximate.
G 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.dalla,rfarfo.com