HomeMy WebLinkAboutFargo Consultants, Inc. - 2/27/2017■ ■� 2324 Pabens Rd. - Dallas. 'Texas 75225
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REPORT OF FIELD COMPACTION Page 1 of 2
Tested For: JLB Partners, LP Date Performed: 2/27/2017
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 (pcj) 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
Field Test Results
Test
Elevation
Proctor
DryDensity
Percent
Percent
No.
/Lift
Location
No
(pcf)
Moisture
Density
1093
1ST
BLDG. PAD 17 GRID POINT K.5-7,6 (S. SITE GRID)
3
97.5
23.7
94.6
1094
2ND
BLDG. PAD 17 GRID POINT K.4-7.1 (S. SITE GRID)
3
96.8
24.3
93.9
1095
1ST
BLDG. PAD 17 GRID POINT M.5-7.7 (S. SITE GRID)
3
98.7
23.4
95.7
1096
2ND
BLDG. PAD 17 GRID POINT M.1-7.1 (S. SITE GRID)
3
97.1
24.1
94.2
1097
3RD
BLDG. PAD 17 GRID POINT K.6-7.1 (S. SITE GRID)
1
101.4
23.7
96.1
1098
4TH
BLDG PAD 17 GRID POINT K.1-7.7 (S. SITE GRID)
1
99.6
23.2
94.4
1099
3RD
BLDG. PAD 17 GRID POINT M.7-7.6 (S. SITE GRID)
3
100.8
23.5
97.8
1100
4TH
BLDG. PAD 17 GRID POINT M.6-7.1 (S. SITE GRID)
1
99.7
23
94.5
1101
5TH
BLDG. PAD 17 GRID POINT K.4-7.3 (S. SITE GRID)
3
98.9
23.4
95.9
1102
6TH
BLDG. PAD 17 GRID POINT K 6-7.7 (S. SITE GRID)
1
98.6
23.1
93.5
1103
5TH
BLDG PAD 17 GRID POINT M.1-7.6 (S. SITE GRID)
3
99.5
23.5
96.5
1104
6TH
BLDG. PAD 17 GRID POINT M.6-7.1 (S. SITE GRID)
1
99.1
22.9
93.9
1105
7TH
BLDG. PAD 17 GRID POINT K.7-7 (S. SITE GRID)
3
98.4
23.9
95.4
1106
8TH
BLDG. PAD 17 GRID POINT K.5-7.9 (S. SITE GRID)
3
97.8
23.3
94.9
1107
7TH
BLDG. PAD 17 GRID POINT M.6-7.4 (S. SITE GRID)
3
97.2
23.7
94.3
1108
8TH
BLDG. PAD 17 GRID POINT M-7.7 (S. SITE GRID)
3
98.4
23.5
95.4
1109
9TH
BLDG. PAD 17 GRID POINT K.4-7.2 (S. SITE GRID)
1
99.6
23.2
94.4
1110
9TH
BLDG. PAD 17 GRID POINT M.6-7.6 (S. SITE GRID)
1
100.3
23
95.1
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.dallasfarpo.com
41:p , -T 2324 Pabens Rd. - Dallas, "Texas 75225
20
Fnn.cocc) rrr.uTanxrr:, me Tel. 214-352-4100 Fax. 214-352-4811
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargo �vnsultants, 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. (j�
Ga Moore, CET
alerials 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 Engineerzn� • Construction Materials Testing •Environmental Services
www.dallasfarFo.com
REPORT OF FIELD COMPACTION
Page 2 of 2
Tested For: JLB
Partners, LP
Date Performed: 2/27/2017
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
1111
3RD
BLDG. PAD 14 GRID POINT T.4-14.1 (N. SITE GRID)
1
100.6
22.9
95.4
1112
4TH
BLDG. PAD 14 GRID POINT T.6-14 (N. SITE GRID)
3
96.1
24,6
93.2
1113
3RD
BLDG, PAD 14 GRID POINT S.5-14,5 (N. SITE GRID)
1
99.2
23.8
94
1114
4TH
BLDG. PAD 14 GRID POINT S.3-14.7 (N. SITE GRID)
1
99.9
23.1
94.7
1115
5TH
BLDG. PAD 14 GRID POINT T.7-14.2 (N. SITE GRID)
3
98
23.4
95.1
1116
6TH
BLDG. PAD 14 GRID POINT T.1-147 (N. SITE GRID)
3
96.6
23.6
937
1117
5TH
BLDG. PAD 14 GRID POINT S.8-14.5 (N. SITE GRID)
3
97.7
23.3
94.8
1118
6TH
BLDG. PAD 14 GRID POINT S-14 6 (N. SITE GRID)
3
96.1
23.8
93.2
1119
7TH
BLDG. PAD 14 GRID POINT T.4-14.1 (N. SITE GRID)
1
98.4
23.2
93.3
1120
8TH
BLDG. PAD 14 GRID POINT T.6-14.6 (N. SITE GRID)
3
97.5
23.4
94.6
1121
7TH
BLDG, PAD 14 GRID POINT S.6-14.5 (N. SITE GRID)
3
97.2
23.7
94.3
1122
8TH
BLDG. PAD 14 GRID POINT S-14.5 (N. SITE GRID)
1
99.2
23
94
1123
9TH
BLDG. PAD 14 GRID POINT T 4-14 4. (N. SITE GRID)
3
98.1
23.4
95.2
1124
10TH
BLDG. PAD 14 GRID POINT T.9-148 (N. SITE GRID)
1
100.5
22.9
95.3
1125
9TH
BLDG. PAD 14 GRID POINT S.4-14.5 (N. SITE GRID)
3
97.6
24.7
94.7
1126
1 OTH
BLDG, PAD 14 GRID POINT S.1-14 (N. SITE GRID)
1
99.9
23.3
94.7
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargo �vnsultants, 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. (j�
Ga Moore, CET
alerials 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 Engineerzn� • Construction Materials Testing •Environmental Services
www.dallasfarFo.com