HomeMy WebLinkAboutFargo Consultants, Inc. - 4/20/2017 (2)•.I� 2324 Pabens Rd. • Dallas, 'Texas 7522;
yeAM= Tel. 214-352-4100 Pax. 214-352-4811
REPORT OF FIELD COMPACTION Page 1 of 2
Tested For: JLB Partners, LP Date Performed: 4/20/2017
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
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,eo.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
(pct
Moisture Density
2109
FG -2'
BLDG. 13 RETEST TEST NO.2107, REPT, DATE 4/19/2017
3
96.2
233
93.3
2110
FG -2'
BLDG. 13 RETEST TEST NO2108, REPT. DATE 4/19/2017
3
95.9
23.4
93
2111
FG -2'
BLDG. 13 GRADE BEAM GRID POINT G.5-20.5 (N. SITE GRID)
3
96.4
23.7
93.5
2112
FG -2'
BLDG. 13 GRADE BEAM GRID POINT G.5-22.5 (N. SITE GRID)
5
99.3
22.2
93.6
2113
FG -2'
BLDG. 13 GRADE BEAM GRID POINT M.5-23 (N. SITE GRID)
5
99.6
21.8
93.9
2114
SG
BLDG. PAD 6 GRID POINT G.2-39 (N. SITE GRID)
4
90.3
27.2
93.3
2115
1ST
BLDG. PAD 6 GRID POINT G 6-39 (N SITE GRID)
3
95.9
25.4
93
2116
2ND
BLDG. PAD 6 GRID POINT G.4-39 (N. SITE GRID)
3
96.6
24.9
93.7
2117
3RD
BLDG. PAD 6 GRID POINT G.6-39 (N. SITE GRID)
3
95.9
26
93
2118
4TH
BLDG_ PAD 6 GRID POINT G.1-39,1 (N. SITE GRID)
3
97.2
24.9
94.3
2119
5TH
BLDG. PAD 6 GRID POINT G.7-39.7 (N. SITE GRID)
1
99.8
22.9
94.6
2120
6TH
BLDG. PAD 6 GRID POINT G.6-39.2 (N. SITE GRID)
1
98.9
23.8
93.7
2121
7TH
BLDG. PAD 6 GRID POINT G.2-39.6 (N. SITE GRID)
1
99.6
23
94.4
2122
12TH
BLDG. PAD 3 GRID POINT K.4-52 (S. SITE GRID)
4
91.8
26.4
94.8
2123
13TH
BLDG PAD 3 GRID POINT K.6-52.1 (S. SITE GRID)
3
97.7
24.1
94.8
2124
12TH
BLDG PAD 3 GRID POINT M.9-52.7 (S. SITE GRID)
4
91.2
26.7
94.2
2125
13TH
BLDG. PAD 3 GRID POINT M.4-52.4 (S. SITE GRID)
3
97.3
23,6
94.4
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,eo.com
■� 0 2324 Fabens Rd. • Dallas, Texas 7522;
FARGO xxvxxv. Tel. 214-352-4100 Fax. 214-352-4817
REPORT OF FIELD COMPACTION
Page 2 of 2
Tested For: JLB Partners, LP
Date Performed: 4/20/2017
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
(Lift Location
No.
(pcf) Moisture Density
No.
2126 SG BLDG. PAD 3 GRID POINT 0.1-51.5 (S. SITE GRID)
3
96.6 24.7 93.7
2127 SG BLDG. PAD 3 GRID POINT 0-52..9 (S. SITE GRID)
3
96.1 25.1 93.2
2128 1ST BLDG. PAD 3 GRID POINT 0.6-51.1 (S. SITE GRID)
3
96.4 24.7 93.5
2129 2ND BLDG. PAD 3 GRID POINT 0.4-51.4 (S. SITE GRID)
3
96 253 93.1
2130 1ST BLDG. PAD 3 GRID POINT 0.6-52.4 (S. SITE GRID)
3
96.7 24.9 93.8
2131 2ND BLDG. PAD 3 GRID POINT 0.1-52.7 (S. SITE GRID)
3
95.9 25.6 93
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargo nsit 1 ts, In C.
Test result with asterisk (*), if any, indicates non-compliance to provided guidelines.
Test locations are referenced using an in-house system and are approximate. C�`f
Gary. oore, CET
Maierials 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
mww. dallasfarfo. com