HomeMy WebLinkAboutFargo Consultants, Inc. - 3/1/2017� . 2324 Fabens Rd. • Dallas, Texas 7522;
VATrxsa coNSux.TANTs,1140. Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page I of I
Tested For: JLB Partners, LP Date Performed: 3/1/2017
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(%) 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
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 Location Proctor DryDensity Percent Percent
No. /Lift No (pcf) Moisture Density
1157 3RD BLDG. PAD 14 GRID POINT R.4-12.4 (N. SITE GRID) 3 96.6 23.4 93.7
1158 3RD BLDG. PAD 14 GRID POINT F-12.5 (N. SITE GRID) 3 96.5 23.5 93.6
1159 4TH BLDG. PAD 14 GRID POINT R.5-12.1 (N. SITE GRID) 1 99.7 23 945
1160 4TH BLDG. PAD 14 GRID POINT F,6-12.6 (N. SITE GRID) 1 99.9 23.2 94.7
1161 5TH BLDG. PAD 14 GRID POINT R.1-12.1 (N SITE GRID) 5 99.3 21.1 93.6
1162 5TH BLDG. PAD 14 GRID POINT F,6-12 6 (N SITE GRID) 5 99.1 21.3 93.4
1163 6TH BLDG. PAD 14 GRID POINT R.8-12.9 (N. SITE GRID) 1 99.7 23.1 94.5
1164 6TH BLDG. PAD 14 GRID POINT F-12.5 IN. SITE GRID) 1 99.5 23.3 94.3
1165 7TH BLDG. PAD 14 GRID POINT R.7-12.2 (N. SITE GRID) 5 99.3 21.3 93.6
1166 7TH BLDG, PAD 14 GRID POINT F.6-12.5 (N. SITE GRID) 5 99.1 21.4 93.4
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
lFlargoInc.
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 y Moore, CET
rrterials 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
0 2324 P'abens Rd. - Dallas Texas 7522
xr� 00rrsvXa'A1r7•1;arrrc. Tel. 214-352-4100 Fax. 214-352-481
REPORT OF FIELD COMPACTION Page 1 of 2
Tested For: JLB Partners, LP Date Performed: 3/1/2017
Project Name: Grapevine Bluff Apartments Fargo Job No. M16-4962
Gra eyine, Texas
Density and Moisture: Per ASTM D-6938 Gauge Manufacturer: Humboldt
Test Mode: Direct Transmission Gauge Model: HS-5001EZ
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 •Con traction Materials Testing •Environmental Services
www.dallasfarffo.com
Moisture -Density Relations
Proctor No.
Material Description Opt. MC(%) Max. DD (pefi 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
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
1167
3RD
BLDG PAD 17 GRID POINT 0.4-8.5 (S. SITE GRID)
1
99.6
23.1
94.4
1168
4TH
BLDG PAD 17 GRID POINT 0.7-8.1 (S. SITE GRID)
1
98.7
22.9
93.6
1169
3RD
BLDG PAD 17 GRID POINT 0-9 7 (S. SITE GRID)
1
98.2
23.3
93.1
1170
4TH
BLDG PAD 17 GRID POINT 0.3-9.5 (S. SITE GRID)
1
98.9
23.1
93.7
1171
5TH
BLDG PAD 17 GRID POINT 0.2-8.3 (S. SITE GRID)
1
98.6
23
93.5
1172
6TH
BLDG PAD 17 GRID POINT 0-8.7 (S. SITE GRID)
3
99
23.5
96
1173
5TH
BLDG PAD 17 GRID POINT 0-9.2 (S. SITE GRID)
3
97.1
23.4
94.2
1174
6TH
BLDG PAD 17 GRID POINT 0.3-9 (S SITE GRID)
1
99.8
22.9
94.6
1175
7TH
BLDG PAD 17 GRID POINT O 6-8.3 (S. SITE GRID)
3
976
24
94.7
1176
8TH
BLDG. PAD 17 GRID POINT O 8-8.1 (S. SITE GRID)
3
99.1
23.7
96.1
1177
7TH
BLDG, PAD 17 GRID POINT O 2-9.5 (S. SITE GRID)
1
99.2
22.9
94
1178
8TH
BLDG. PAD 17 GRID POINT 0 6-9.2 (S. SITE GRID)
3
97.8
23.6
94 9
1179
9TH
BLDG_ PAD 17 GRID POINT 0.1-8.4 (S. SITE GRID)
3
97.1
23.9
94.2
1180
10TH
BLDG. PAD 17 GRID POINT 0 7-8.6 (S. SITE GRID)
3
96.9
24.4
94
1181
9TH
BLDG PAD 17 GRID POINT 0.6-9.1 (S SITE GRID)
3
99.3
23.5
96.3
1182
10TH
BLDG PAD 17 GRID POINT 0 1-9.6 (S. SITE GRID)
3
98.5
23.3
955
1183
FG -2'
BLDG 1 GRADE BEAM GRID POINT Y-33 (S. SITE GRID)
5
98.7
22.1
93
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 Testing •Environmental Services
www.dallasfarffo.com
��C70 2324 Fabens Rd. • IDallas,'1'exas 7522:
Amolommmen—
PR7sao rxa. Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION
Page 2 of 2
Tested For: JLB Partners, LP
Date Performed: 3/1/2017
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.
(pct Moisture Density
1184 FG -2' BLDG. 1 GRADE BEAM GRID POINT X-34 (S SITE GRID)
4
90.7 26.4 93.7
1185 FG -2' BLDG. 1 GRADE BEAM GRID POINT T-34 (S. SITE GRID)
4
91.4 27.4 94.4
1186 FG -2' BLDG. 1 GRADE BEAM GRID POINT S-36 (S. SITE GRID)
4
92.2 27.1 95.2
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fa:rgovontsul ants, 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.
Grrfy Moore, CET
41aterials Testing Division
r
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 llllaterials Testing • Environmenlal Service]
www.dallasfarffo.com