HomeMy WebLinkAboutFargo Consultants, Inc. - 5/10/2017 (3)00 / 2324 Fabens Rd. • Dallas, Texas 75225
PA reon C.OWEPULTAWTS. zrsa. Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page 1 of 2
Tested For: JLB Partners, LP Date Performed: 5/10/2017
Project Name: Grapevine Bluff Apartments Fargo Job No. M16-4962
Gr22evine, Texas
Density and Moisture: Per ASTM D-6938 Gauge Manufacturer: Humboldt
Test Mode: Direct Transmission Gauge Model: HS -5001 EZ
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. 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 Engineerin,g • Conslnt.rtion Materials Testing • Fnvironmental Servicer
www. dallasfarvo. com
Moisture -Density Relations
Proctor No.
Material Description Opt. MQ%6) 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
7
Brown
CLAYEY SAND - Select Fill 14.3
114
Min. 95
-2 to +2
Field Test Results
Test
Elevation
Proctor
DryDensity
Percent
Percent
No.
/Lift
Location
No
(pcf)
Moisture
Density
2291
3RD
BLDG. PAD 4 GRID POINT F.5-48.9 (N. SITE GRID)
3
99.1
23.3
96.1
2292
4TH
BLDG. PAD 4 GRID POINT F.5-48.4 (N. SITE GRID)
3
97.2
24.9
94.3
2293
3RD
BLDG, PAD 4 GRID POINT E,5-49,4 (N. SITE GRID)
1
99.5
23
94.3
2294
4TH
BLDG, PAD 4 GRID POINT E.5-49.8 (N. SITE GRID)
3
96.8
24.6
93.9
2295
5TH
BLDG. PAD 4 GRID POINT F.5-48.5 (N. SITE GRID)
3
96.4
25.1
93.5
2296
6TH
BLDG. PAD 4 GRID POINT F.5-48.4 (N. SITE GRID)
1
99.2
23.4
94
2297
5TH
BLDG_ PAD 4 GRID POINT E.5-49.7 (N. SITE GRID)
3
97.6
23.8
94.7
2298
6TH
BLDG. PAD 4 GRID POINT E.5-49.6 (N. SITE GRID)
1
98.9
23.1
93.7
2299
7TH
BLDG. PAD 4 GRID POINT F.5-48.1 (N. SITE GRID)
3
98.1
23.9
95,2
2300
8TH
BLDG. PAD 4 GRID POINT F.5-48.5 (N_ SITE GRID)
3
97.6
23.4
94.7
2301
7TH
BLDG. PAD 4 GRID POINT E.5-49.6 (N. SITE GRID)
3
96.3
24.6
93.4
2302
8TH
BLDG. PAD 4 GRID POINT E.549 4 (N. SITE GRID)
3
97.8
23.3
94.9
2303
FG
BLDG. PAD 5 GRID POINT 1.5-45.8 (N. SITE GRID)
7
107.4
12'
94.2`
2304
FG
BLDG. PAD 5 GRID POINT G-44.6 (N. SITE GRID)
7
105.2
11.4"
92.3"
2305
FG
BLDG. PAD 5 GRID POINT E-43.2 (N. SITE GRID)
7
106.5
10.9"
93.4"
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 Engineerin,g • Conslnt.rtion Materials Testing • Fnvironmental Servicer
www. dallasfarvo. com
FA ri GO 00 r4 UVrA N TS. MC
REPORT OF FIELD COMPACTION
Tested For: JLB Partners, LP
Project Name: Grapevine Bluff Apartments
2324 Pabens Rd. • Dallas, Texas 75225
'1'e:l. 214-352-4100 Fax. 214-352-4811
Page 2 of 2
Date Performed: 5/10/2017
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 Cqnsulfants, Inc.
Test result with asterisk (*), if any, indicates non-compliance to provided guidelines.
*RETEST REQUIRED01. 91
z/Kz4,
Test locations are referenced using an in-house system and are approximate.(r 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 Services
www.dallasfarFo.com