HomeMy WebLinkAboutFargo Consultants, Inc. - 2/28/2017 (3)ff"',�L 7 0
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FAUC3q CIai3-Es [3r7Abi �rfi,-INC.
2324 Fabens Rd. • Dallas, Texas 7522;
Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page I oft
Tested For: JLB Partners, LP Date Performed: 2/28/2017
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
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.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
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
(pcJ)
Moisture
Density
1127
11TH
BLDG. PAD 14 GRID POINT S.6-14.4 (N SITE GRID)
5
101.2
21.6
95.4
1128
12TH
BLDG. PAD 14 GRID POINT S.4-14.5 (N. SITE GRID)
5
102.4
20.9
96.5
1129
13TH
BLDG. PAD 14 GRID POINT S-14,1 (N. SITE GRID)
1
98.8
23
93.6
1130
11TH
BLDG. PAD 14 GRID POINT T.6-14.7 (N. SITE GRID)
5
100.9
21.4
95.1
1131
12TH
BLDG. PAD 14 GRID POINT T.7-14.6 (N. SITE GRID)
5
101.5
21
95.7
1132
13TH
BLDG. PAD 14 GRID POINT T.6-14 (N. SITE GRID)
5
99.6
21.9
93.9
1133
SG
BLDG PAD 14 GRID POINT R.1-12.1 (N. SITE GRID)
1
100.3
23.8
95.1
1134
SG
BLDG. PAD 14 GRID POINT S.6-12.7 (N. SITE GRID)
1
99.2
23.1
94
1135
1ST
BLDG. PAD 14 GRID POINT R-12.6 (N SITE GRID)
3
95.9
24.8
93
1136
2ND
BLDG PAD 14 GRID POINT S.7-12.1 (N SITE GRID)
1
98.6
23.2
93.5
1137
1ST
BLDG. PAD 14 GRID POINT S.6-12.9 (N. SITE GRID)
1
98.2
23.7
93.1
1138
2ND
BLDG. PAD 14 GRID POINT S-12.4 (N SITE GRID)
3
96.7
24.5
93.8
1139
10TH
BLDG. PAD 17 GRID POINT K1-7.1 (S. SITE GRID)
3
98.9
23.9
95.9
1140
11TH
BLDG. PAD 17 GRID POINT K.7-7.2 (S. SITE GRID)
3
97.1
24.8
94.2
1141
10TH
BLDG. PAD 17 GRID POINT M.6-7.7 (S. SITE GRID)
3
99.3
24.3
96.3
1142
11TH
BLDG. PAD 17 GRID POINT M.5-7.6 (S. SITE GRID)
3
97.9
246
95
1143
12TH
BLDG_ PAD 17 GRID POINT K1-7.4 (S. SITE GRID)
1
98.2
23.4
93.1
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
www.dallasfarFo.com
•_► ■ ■.00 2324 Fabens Rd. - Dallas Texas 7522:
■
FARG� correur.TArrxs. INC_ 1'cl. 214-352-4100 Fax. 214-352-4817
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargo 17onsullants, 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. r
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 Engineering • Construction Materials Testing • Environmental Services
www.dallasfar,go.com
REPORT OF FIELD COMPACTION
Page 2 of 2
Tested For: JLB
Partners, LP
Date Performed: 2/28/2017
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
1144
13TH
BLDG. PAD 17 GRID POINT K-7 (S. SITE GRID)
3
99
24.9
96
1145
12TH
BLDG. PAD 17 GRID POINT M.6-7.6 (S. SITE GRID)
1
98.1
22.9
93
1146
13TH
BLDG. PAD 17 GRID POINT M.6-7.7 IS, SITE GRID)
1
98.7
23.2
93.6
1147
SG
BLDG PAD 17 GRID POINT 0.1-8.6 (S. SITE GRID)
3
96.1
24.9
93.2
1148
SG
BLDG. PAD 17 GRID POINT 0,7-9.2 IS. SITE GRID)
3
95.9
25.1
93
1149
1ST
BLDG. PAD 17 GRID POINT 0.1-8.7 (S. SITE GRID)
3
96.2
23.5
93.3
1150
2ND
BLDG. PAD 17 GRID POINT 0,5-8,6 (S. SITE GRID)
1
98.4
23
93.3
1151
1ST
BLDG. PAD 17 GRID POINT 0.6-9 (S. SITE GRID)
3
98.1
23.8
95.2
1152
2ND
BLDG. PAD 17 GRID POINT 0-9.4 (S. SITE GRID)
1
98.9
22.9
93.7
1153
FG -2'
BLDG. 1 GRADE BEAM GRID POINT U-25 (S. SITE GRID)
4
91.3
27.7
94.3
1154
FG -2'
BLDG, 1 GRADE BEAM GRID POINT X-25 (S. SITE GRID)
4
93.1
26.4
96.2
1155
FG -2'
BLDG. 1 GRADE BEAM GRID POINT W-26 (S. SITE GRID)
3
97
24.2
94.1
1156
FG -2'
BLDG, 1 GRADE BEAM GRID POINT T-27 (S. SITE GRID)
4
94.9
26.4
98
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargo 17onsullants, 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. r
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 Engineering • Construction Materials Testing • Environmental Services
www.dallasfar,go.com