HomeMy WebLinkAboutFargo Consultants, Inc. - 1/4/2017Imo: G0
FAR,CO ppS(K VI:PHI'i'S'LS, INC.
2324 Fabcns Rd. - llallas, Texas 7522;
Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page 1 oft
Tested For: JLB Partners, LP Date Performed: 1/4/2017
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 -5001 EZ
Probe Depth: 8 Inches
Moisture -Density Relations
Proctor No.
Material Description
Opt. MC(%) Max DD (pc 0 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
Field Test Results
Test
Elevation
Proctor
DryDensity
Percent Percent
Location
No.
/Lift
No
(Pcfi
Moisture
Density
1
SG
BLDG. PAD 1 GRID POINT R-34 (S. SITE GRID)
4
93,1
26.6
96.2
2
SG
BLDG- PAD 1 GRID POINT R-31 (S- SITE GRID)
3
95.9
23.5
93
3
SG
BLDG. PAD 1 GRID POINT R-28 (S. SITE GRID)
4
90.4
26.9
93.4
4
SG
BLDG, PAD 1 GRID POINT R-25 (S. SITE GRID)
3
96.6
24.6
93.7
5
1ST
BLDG. PAD 1 GRID POINT R-28 (S. SITE GRID)
3
99.9
23.3
96.9
6
1ST
BLDG. PAD 1 GRID POINT R-25 (S. SITE GRID)
3
96.7
24.7
93.8
7
1ST
BLDG. PAD 1 GRID POINT R-31 (S. SITE GRID)
1
99
23
93.8
8
IST
BLDG. PAD 1 GRID POINT R-34 (S. SITE GRID)
3
97.3
24.1
94.4
9
2ND
BLDG. PAD 1 GRID POINT R-28 (S. SITE GRID)
1
988
22.9
93.6
10
3RD
BLDG. PAD 1 GRID POINT R-28 (S. SITE GRID)
3
97.1
23.3
94.2
11
2ND
BLDG. PAD 1 GRID POINT R-25 (S. SITE GRID)
3
96.4
23.8
93.5
12
3RD
BLDG. PAD 1 GRID POINT R-25 (S. SITE GRID)
3
96.9
24.1
94
13
2ND
BLDG. PAD 1 GRID POINT R-31 (S. SITE GRID)
3
98.1
23.4
95.2
14
3RD
BLDG_ PAD 1 GRID POINT R-31 (S. SITE GRID)
3
97.5
23.6
94.6
15
2ND
BLDG. PAD 1 GRID POINT R-35 (S..SITE GRID)
1
98.2
23
931
16
3RD
BLDG. PAD 1 GRID POINT R-35 (S. SITE GRID)
3
97
23.5
94.1
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
mww.dallasfarfo.com
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FARGO CQNr.RX3.TANTB,INPINO,
REPORT OF FIELD COMPACTION
Tested For: JLB Partners, LP
Project Name: Grapevine Bluff Apartments
2324 Fabens Rd. • Dallas Texas 7522;
Tel. 214-352-4100 Fax. 214-352-4811
Page 2 of 2
Date Performed: 1/4/2017
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 -5001 EZ
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,
Farg CansuJl��nls, Inc.
vr7
G 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.
Geotechnical EngBneeting • Construction Materials Testing • Environmental Sorvicos
avmv. dalla rfarQo. com