HomeMy WebLinkAboutFargo Consultants, Inc. - 3/2/2017F■ G6 2324 Fabens Rd. • Dallas 'Pcxas 75225
gnxcao nazrsvzznrrTs, ixro. Tel. 214-352-4100 Fax, 214-352-4811
REPORT OF FIELD COMPACTION Page 1 oft
Tested For: JLB Partners, LP Date Performed: 3/2/2017
Project Name: Grapevine Bluff Apartments 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
Moisture -Density Relations
Proctor No. Material Description Opt MC(%) Max DD (pcfi DD Range (%) MC Range
5 Reddish Brown SANDY CLAY with Brown and Tan CLAY (mix) 16.8 106.1 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
(p c
Moisture
Density
1199
8TH
BLDG. PAD 14 GRID POINT R.1-12.8 (N. SITE GRID)
5
99.8
21.3
94.1
1200
8TH
BLDG. PAD 14 GRID POINT S-12.5 (N. SITE GRID)
5
99.9
21.1
94,2
1201
9TH
BLDG. PAD 14 GRID POINT R.6-12.1 (N. SITE GRID)
5
99.5
21.4
93.8
1202
9TH
BLDG. PAD 14 GRID POINT S.4-12.5 (N. SITE GRID)
5
99.3
21.6
93.6
1203
10TH
BLDG. PAD 14 GRID POINT R.4-12.8 (N. SITE GRID)
5
99.6
21.1
93.9
1204
10TH
BLDG. PAD 14 GRID POINT S.6-12.6 (N. SITE GRID)
5
99.7
20.9
94
1205
11TH
BLDG, PAD 14 GRID POINT R.8-12.4 (N SITE GRID)
5
99.3
21.2
93.6
1206
11TH
BLDG. PAD 14 GRID POINT S.2-12.1 (N. SITE GRID)
5
99.5
21.1
93.8
1207
12TH
BLDG. PAD 14 GRID POINT R.3-12.9 (N. SITE GRID)
5
100.1
21
94.3
1208
12TH
BLDG. PAD 14 GRID POINT S.1-12.5 (N. SITE GRID)
5
100.2
20.9
94.4
1209
13TH
BLDG. PAD 14 GRID POINT R.7-12.4 (N. SITE GRID)
5
100.7
21.2
94.9
1210
13TH
BLDG. PAD 14 GRID POINT S-12.4 (N. SITE GRID)
5
100.9
21
95.1
1211
FG
BLDG. PAD 14 GRID POINT X.2-20.7 (N. SITE GRID)
7
108.9
13.4
95.5
1212
FG
BLDG. PAD 14 GRID POINT U.8-19.6 (N. SITE GRID)
7
109.1
13.3
95.7
1213
FG
BLDG, PAD 14 GRID POINT V.4-17.1 (N. SITE GRID)
7
109.3
13.2
95.9
1214
FG
BLDG. PAD 14 GRID POINT T.6-17 (N. SITE GRID)
7
109.2
13
95.8
1215
FG
BLDG. PAD 14 GRID POINT T.5-14.7 (N. SITE GRID)
7
109.4
12.8
96
1216
FG
BLDG. PAD 14 GRID POINT R,5-14 (N. SITE GRID)
7
109.1
13.2
95.7
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, 'fest 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
ILI waw�q _ 2324 Fabens Rd. • Dints. 'Texas 7522.
FAUGG a a N B uxrn NTs. FNO, Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page 2 of 2
Tested For: JLB Partners, LP Date Performed: 3/2/2017
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
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.
Gauge Model: HS-5001EZ
Probe Depth: 8 Inches
Respectfully Submitted,
Fargo Gonsultants, Inc.
C rl' Moore, CET
lrrterirr[s 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.dallasfarffo.com