HomeMy WebLinkAboutFargo Consultants, Inc. - 4/28/2017F.`;700 2324 Fabens Rd. • Dallas 7Texas 7522:
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pnrcceo naNf,us.Tarres, sten. Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page I of 2
Tested For: JLB Partners, LP Date Performed: 4/28/2017
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 (pci 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
No.
/Lift
Location
No
(pcfi
Moisture Density
2215
3RD
BLDG. PAD 3 GRID POINT S-52 (S. SITE GRID)
3
97.9
23.8
95
2216
4TH
BLDG. PAD 3 GRID POINT S-52 IS. SITE GRID)
3
97.1
23.5
94.2
2217
5TH
BLDG, PAD 3 GRID POINT S-52 IS. SITE GRID)
3
98.4
23.7
95.4
2218
6TH
BLDG. PAD 3 GRID POINT S.4-52 (S. SITE GRID)
3
98
23.3
95.1
2219
7TH
BLDG. PAD 3 GRID POINT S.1-52.8 (S. SITE GRID)
3
96.3
24.5
93.4
2220
8TH
BLDG, PAD 3 GRID POINT S.6-52.6 (S. SITE GRID)
3
96.7
24.8
93.8
2221
9TH
BLDG. PAD 3 GRID POINT S.3-52.1 (S. SITE GRID)
4
92.6
27.4
95.7
2222
10TH
BLDG. PAD 3 GRID POINT S.7-52,6 (S. SITE GRID)
4
92.2
26.8
95.2
2223
11TH
BLDG. PAD 3 GRID POINT S,1-52.4 (S. SITE GRID)
3
95.9
24.9
93
2224
12TH
BLDG. PAD 3 GRID POINT S.6-52.8 (S. SITE GRID)
3
96.5
23.6
936
2225
13TH
BLDG. PAD 3 GRID POINT S.2-52.2 (S. SITE GRID)
1
99.4
23.2
94.2
2226
6TH
BLDG. PAD 5 GRID POINT F.4-44 (N. SITE GRID)
3
96.6
23.8
93.7
2227
7TH
BLDG. PAD 5 GRID POINT F.8-44.7 (N. SITE GRID)
3
96.9
23.5
94
2228
8TH
BLDG. PAD 5 GRID POINT F,1-44.3 (N. SITE GRID)
3
98.1
24.2
95.2
2229
9TH
BLDG. PAD 5 GRID POINT F.5-44.1 (N. SITE GRID)
1
98.7
23.4
93.6
2230
10TH
BLDG. PAD 5 GRID POINT F.6-44.8 IN. SITE GRID)
1
99.5
22.9
94.3
2231
11TH
BLDG. PAD 5 GRID POINT F.1-44.2 (N. SITE GRID)
3
95.9
25.2
93
2232
12TH
BLDG. PAD 5 GRID POINT F.7-44.9 (N. SITE GRID)
3
96.3
24.9
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 Engineering • Construction Materials Testing • Environmental Services
www.dallasfarffo.com
■ ■�_ 0 2324 Fabens Rd. • Dallas, Texas 7522:
FIiGa uaAnxvsUM- Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page 2 of 2
Tested For: JLB Partners, LP Date Performed: 4/28/2017
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
Test Elevation Proctor DryDensity Percent Percent
No. ILift Location No. (pcf) Moisture Density
2233 13TH BLDG. PAD 5 GRID POINT F.5-44.7 (N_ SITE GRID) 1 98.8 22.9 93.6
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargo 71sult nis, Inc.
Test result with asterisk (*), if any, indicates non-compliance to provided guidelines. �p��
Test locations are referenced using an in-house system and are approximate. w=f
Moore, CET
rials 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.dallasfar,eo.com