HomeMy WebLinkAboutFargo Consultants, Inc. - 4/24/2017FR7 C0
FATU10 Cis ni S I r f..TA N T.S. INC.
2324 Fabens Rd. • Dallas, "texas 7522:
'J'cl. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page I oft
Tested For: JLB Partners, LP Date Performed: 4/24/2017
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 -5001 EZ
Probe Depth:8 Inches
Moisture -Density Relations
Proctor No. Material Description Opt. MC(%) Max DD (pcfi DD Range (%) MC Range
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
2147
9TH
BLDG. PAD 3 GRID POINT 0.5-51-6 (S. SITE GRID)
3
95.9
25.1
93
2148
10TH
BLDG, PAD 3 GRID POINT 0-51 IS. SITE GRID)
4
91.2
26.8
94.2
2149
9TH
BLDG. PAD 3 GRID POINT 0.1-52.1 (S. SITE GRID)
4
90.6
27.3
93.6
2150
10TH
BLDG, PAD 3 GRID POINT 0.6-52.7 (S. SITE GRID)
4
90.3
27
93.3
2151
11TH
BLDG. PAD 3 GRID POINT 0.2-51 6 (S. SITE GRID)
4
91.3
27.4
94.3
2152
12TH
BLDG, PAD 3 GRID POINT 0.3-51.1 (S. SITE GRID)
4
92.4
26.4
95.5
2153
13TH
BLDG. PAD 3 GRID POINT 0-51 (S. SITE GRID)
3
96.6
24.1
93.7
2154
11TH
BLDG. PAD 3 GRID POINT 0.7-52.6 (S. SITE GRID)
4
91.8
27.2
94.8
2155
12TH
BLDG. PAD 3 GRID POINT 0.4-52.1 IS. SITE GRID)
4
92.2
26.4
95.2
2156
13TH
BLDG. PAD 3 GRID POINT 0.4-52.5 (S. SITE GRID)
3
97.3
23.7
94.4
2157
11TH
BLDG. PAD 6 GRID POINT G-39.7 (N. SITE GRID)
4
92.5
26.6
95.6
2158
12TH
BLDG. PAD 6 GRID POINT G.6-39.1 (N. SITE GRID)
4
92.2
26.9
95.2
2159
13TH
BLDG- PAD 6 GRID POINT G.1-39.6 (N. SITE GRID)
3
96.4
24
93.5
2160
SG
BLDG. PAD 5 GRID POINT E.5-43 (N. SITE GRID)
4
92.8
26.5
95.9
2161
1ST
BLDG. PAD 5 GRID POINT E,7-43.1 (N. SITE GRID)
3
97.2
24.4
94.3
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
rARGO ❑ONSIUX.rAWTF. rNC-
REPORT OF FIELD COMPACTION
Tested For: JLB Partners, LP
Project Name: Grapevine Bluff Apartments
2324 Fabcns Rd. - llallas, 'Texas 75225
'1'cl. 214-352-4100 Fax. 214-352-4811
Page 2 of 2
Date Performed: 4/24/2017
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
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargo usui nts, 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""'�
Ge y Moore, CET
Irrterinis 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.dallasfarfo.com