HomeMy WebLinkAboutFargo Consultants, Inc. - 3/4/2017FArLGO CON SUL.TANTS, INC,
2324 Fabcns Rd. • Dallas,'1'c�as 75225
'Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page 1 oft
Tested For: JLB Partners, LP Date Performed: 3/4/2017
Project Name: Grapevine Bluff Apartments Fargo Job No. M16-4962
Gra evine, Texas
Density and Moisture: Per ASTM D-6938 Gauge Manufacturer: Humboldt
Test Mode: Direct Transmission Gauge Model: HS-50OIEZ
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 Engineering • Construction Materials Testing • Environmental Servicer
www.dallasfarfo.com
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
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
1253
13TH
BLDG. PAD 17 GRID POINT Q.4-9.4 (S SITE GRID)
1
99.7
22.9
94.5
1254
13TH
BLDG. PAD 17 GRID POINT Q.6-8.5 (S. SITE GRID)
1
99.1
23.3
93.9
1255
SG
BLDG. PAD 17 GRID POINT S-8.3 (S. SITE GRID)
3
95.9
24.9
93
1256
SG
BLDG. PAD 17 GRID POINT S.7-9.7 (S. SITE GRID)
3
96
242
93.1
1257
1ST
BLDG. PAD 17 GRID POINT S.4-8.6 (S. SITE GRID)
1
98.5
23.1
93.4
1258
2ND
BLDG. PAD 17 GRID POINT S.9-8.1 (S. SITE GRID)
3
96.6
235
93.7
1259
1ST
BLDG. PAD 17 GRID POINT S.1-9.6 (S. SITE GRID)
3
97.1
23.3
94.2
1260
5TH
BLDG. PAD 11 GRID POINT Z.7-35.1 (N. SITE GRID)
5
103.4
20.8
97.5
1261
6TH
BLDG. PAD 11 GRID POINT Z,6-35.6 (N. SITE GRID)
5
101.5
21.3
95.7
1262
5TH
BLDG. PAD 11 GRID POINT Y.4-36.7 (N. SITE GRID)
5
102.6
21
96.7
1263
6TH
BLDG. PAD 11 GRID POINT Y.6-36.4 (N. SITE GRID)
5
101 8
20.9
95.9
1264
7TH
BLDG, PAD 11 GRID POINT Z.7-35.3 (N. SITE GRID)
5
100.5
21.4
94.7
1265
7TH
BLDG. PAD 11 GRID POINT Y-36.1 (N. SITE GRID)
5
99.5
21.1
93.8
1266
2ND
BLDG. PAD 17 GRID POINT S.1-9.6 (S. SITE GRID)
1
98.7
22.9
93.6
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.dallasfarfo.com
FARGO CONSULTANTS. INC,
REPORT OF FIELD COMPACTION
Tested For: JLB Partners, LP
Project Name: Grapevine Bluff Apartments
2324 Fabens Rd. • Dallas 'Tcxvs 75225
Tel. 214-352-4100 Pax. 214-352-4811
Page 2 of 2
Date Performed: 3/4/2017
Fargo Job No. M16-4962
Gra evine, 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,
7-7
oils el i�Lr, 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 Moore, CET
aterialTesting 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 •Con traction Materials Te ting • Environmental Servicer
www. dallasfarpo. com