HomeMy WebLinkAboutFargo Consultants, Inc. - 4/19/2017 (3)F C70
FARGO CONS M-WANm6,INC.
2324 Fabens Rd. • Dallas, Texas 7522;
Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page I of 2
Tested For: JLB Partners, LP Date Performed: 4/19/2017
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
No. /Lift
2095 11TH
2096 12TH
2097 13TH
2098 11TH
2099 12TH
2100 13TH
2101 9TH
2102 10TH
2103 9TH
2104 10TH
2105 11TH
2106 11TH
2107 FG --2'
2108 FG --2'
Location
BLDG. PAD 6 GRID POINT H.8-39.7 (N. SITE GRID)
BLDG. PAD 6 GRID POINT H.4-39.2 (N. SITE GRID)
BLDG. PAD 6 GRID POINT H.5-39.6 (N. SITE GRID)
BLDG. PAD 6 GRID POINT H.3-40.7 (N. SITE GRID)
BLDG. PAD 6 GRID POINT H.4-40.4 (N. SITE GRID)
BLDG. PAD 6 GRID POINT H.7-40 (N. SITE GRID)
BLDG. PAD 3 GRID POINT K.7-52.3 (S. SITE GRID)
BLDG, PAD 3 GRID POINT K3-52.4 (S. SITE GRID)
BLDG. PAD 3 GRID POINT M.1-52.3 (S. SITE GRID)
BLDG. PAD 3 GRID POINT M.7-52.7 (S. SITE GRID)
BLDG. PAD 3 GRID POINT K.3-52.1 (S. SITE GRID)
BLDG. PAD 3 GRID POINT M.4-52.5 (S. SITE GRID)
BLDG. 13 GRADE BEAM GRID POINT P.6-22.6 (N. SITE GRID)
BLDG. 13 GRADE BEAM GRID POINT 0.1-22.7 (N. SITE GRID)
Proctor DryDensity
No
Moisture -Density Relations
3
98.2
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
4
Field Test Results
4
90
Test Elevation
No. /Lift
2095 11TH
2096 12TH
2097 13TH
2098 11TH
2099 12TH
2100 13TH
2101 9TH
2102 10TH
2103 9TH
2104 10TH
2105 11TH
2106 11TH
2107 FG --2'
2108 FG --2'
Location
BLDG. PAD 6 GRID POINT H.8-39.7 (N. SITE GRID)
BLDG. PAD 6 GRID POINT H.4-39.2 (N. SITE GRID)
BLDG. PAD 6 GRID POINT H.5-39.6 (N. SITE GRID)
BLDG. PAD 6 GRID POINT H.3-40.7 (N. SITE GRID)
BLDG. PAD 6 GRID POINT H.4-40.4 (N. SITE GRID)
BLDG. PAD 6 GRID POINT H.7-40 (N. SITE GRID)
BLDG. PAD 3 GRID POINT K.7-52.3 (S. SITE GRID)
BLDG, PAD 3 GRID POINT K3-52.4 (S. SITE GRID)
BLDG. PAD 3 GRID POINT M.1-52.3 (S. SITE GRID)
BLDG. PAD 3 GRID POINT M.7-52.7 (S. SITE GRID)
BLDG. PAD 3 GRID POINT K.3-52.1 (S. SITE GRID)
BLDG. PAD 3 GRID POINT M.4-52.5 (S. SITE GRID)
BLDG. 13 GRADE BEAM GRID POINT P.6-22.6 (N. SITE GRID)
BLDG. 13 GRADE BEAM GRID POINT 0.1-22.7 (N. SITE GRID)
Proctor DryDensity
No
(pct
3
98.2
3
97.9
1
99.6
3
97.8
3
96
1
99.2
4
90.6
4
90.3
4
90.1
4
90.8
4
90
4
91.2
3
89.5
3
88.7
Percent Percent
Moisture Density
23.4
95.2
23.7
95
23
94.4
23.6
94.9
24.1
93.1
23.3
94
26.9
93.6
27.6
93.3
27.1
93.1
26.4
93.8
27.4
93
27
94.2
29.9
86.8"
29.2
86"
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.dalla,rfarffo.com
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FAIWO OGWS VIXANTS. INC.
REPORT OF FIELD COMPACTION
Tested For: JLB Partners, LP
Project Name: Grapevine Bluff Apartments
2324 Pabens Rd. • Dallas Texas 7522;
Tel. 214-352-4100 Pax. 214-352-4811
Page 2 of 2
Date Performed: 4/19/2017
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
Test result with asterisk (*), if any, indicates non-compliance to provided guidelines.
Test locations are referenced using an in-house system and are approximate.
Respectfully Submitted,
Farg94e
!tants, Inc.
fv
ary Moore, CET
Materials 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 Servicer
www.dallasfarffo.com