HomeMy WebLinkAboutFargo Consultants, Inc. - 4/18/2017F74-
2324 Fabens Rd. - Dallas Texas 7522:
wnxc�n corrvur:rnwrs, Tyre. Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Pagel of
Tested For: JLB Partners, LP Date Performed: 4/18/2017
Project Name: Grapevine Bluff Apartments Fargo Job No. M16-4962
Gra evine, 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(Vo) Max. DD (pcj) 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
2061
SG
BLDG. PAD 3 GRID POINT K.1-52.7 (S. SITE GRID)
3
95.9
25.2
93
2062
SG
BLDG. PAD 3 GRID POINT M 6-52.5 (S. SITE GRID)
4
92.8
26.8
95.9
2063
1ST
BLDG. PAD 3 GRID POINT K.4-52.1 (S. SITE GRID)
4
90.6
26.6
93.6
2064
2ND
BLDG. PAD 3 GRID POINT K,6-52.6 (S. SITE GRID)
4
90.1
26.4
93.1
2065
1ST
BLDG. PAD 3 GRID POINT M.1-52.5 (S. SITE GRID)
4
92.3
26.7
95.4
2066
2ND
BLDG. PAD 3 GRID POINT M.6-52.7 (S. SITE GRID)
3
95.9
25.2
93
2067
3RD
BLDG, PAD 3 GRID POINT K.7-52.6 (S. SITE GRID)
4
91.8
26.7
94.8
2068
4TH
BLDG. PAD 3 GRID POINT K.6-52.2 (S. SITE GRID)
3
96.1
25.1
93.2
2069
3RD
BLDG. PAD 3 GRID POINT M_5-52.7 (S. SITE GRID)
4
92.4
27
955
2070
4TH
BLDG. PAD 3 GRID POINT M.3-52.9 (S. SITE GRID)
3
97.3
24.8
944
2071
5TH
BLDG. PAD 3 GRID POINT K.1-52.7 (S. SITE GRID)
3
96.2
24.1
93.3
2072
6TH
BLDG. PAD 3 GRID POINT K-52.2 (S. SITE GRID)
4
91.3
27.3
94.3
2073
5TH
BLDG. PAD 3 GRID POINT M.6-52.6 (S. SITE GRID)
3
97.1
23.6
94.2
2074
6TH
BLDG. PAD 3 GRID POINT M.7-52.4 (S. SITE GRID)
4
91,7
26.8
94.7
2075
3RD
BLDG. PAD 6 GRID POINT H.4-39.6 (N. SITE GRID)
4
90.9
27.5
93,9
2076
4TH
BLDG. PAD 6 GRID POINT H.5-39.7 (N. SITE GRID)
3
97.2
25.1
94.3
2077
3RD
BLDG. PAD 6 GRID POINT H.6-40.6 (N. SITE GRID)
4
90.3
27.2
93.3
2078
4TH
BLDG. PAD 6 GRID POINT H_1-40.1 (N. SITE GRID)
3
97.6
24.9
94.7
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,rfarfo.com
�0 2324 Fabens Rd. • Dallas, "Texas 75225
iAkR .o CONS U rJ ANr6, rNO. Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION
Page 2 of 2
Tested For: JLB Partners, LP
Date Performed: 4/18/2017
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. (Lift Location
No.
(pcfi Moisture Density
2079 5TH BLDG. PAD 6 GRID POINT H.6-39.7 (N. SITE GRID)
4
92.9 26.6 96
2080 6TH BLDG. PAD 6 GRID POINT H.1-39.6 (N. SITE GRID)
4
91.8 26.7 94.8
2081 5TH BLDG. PAD 6 GRID POINT H.7-40.4 (N. SITE GRID)
3
96.1 25.3 93.2
2082 6TH BLDG. PAD 6 GRID POINT H.6-40.1 (N. SITE GRID)
4
91.3 26.8 94.3
2083 7TH BLDG_ PAD 6 GRID POINT H2-39.6 (N. SITE GRID)
4
91.8 26.6 94.8
2084 8TH BLDG. PAD 6 GRID POINT H.5-39 (N. SITE GRID)
4
92.3 26.9 95.4
2085 7TH BLDG. PAD 6 GRID POINT H.1-40.7 (N. SITE GRID)
4
92.8 27.3 95.9
2086 8TH BLDG. PAD 6 GRID POINT H.6-40.6 (N. SITE GRID)
4
90.6 27.4 93.6
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargo.consultants, 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.
Gary 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 Services
www.dallasfar,go.com