HomeMy WebLinkAboutFargo Consultants, Inc. - 4/10/2017�0 2324 Fabens Rd. - Dallas, Texas 7522;
rAnao CON SVLTAMN ['S, rxc. Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Pagel oft
Tested For: JLB Partners, LP Date Performed: 4/10/2017
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. MQ0%) Max. DD (pci 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
Field Test
Results
Test
Elevation
Proctor
DryDensity
Percent Percent
No.
/Lift
Location
No
(pcfi
Moisture Density
1957
7TH
BLDG. PAD 6 GRID POINT L.4-42.7 (N, SITE GRID)
1
98.2
23.1
93.1
1958
8TH
BLDG. PAD 6 GRID POINT L-42..6 (N. SITE GRID)
3
96.4
23.4
93.5
1959
7TH
BLDG, PAD 6 GRID POINT M 5-41.3 (N. SITE GRID)
3
95.9
242
93
1960
8TH
BLDG. PAD 6 GRID POINT M.1-41.4 (N. SITE GRID)
1
98.5
22.9
93.4
1961
9TH
BLDG. PAD 6 GRID POINT L.7-42.4 (N. SITE GRID)
3
97.6
23.7
94.7
1962
10TH
BLDG. PAD 6 GRID POINT L.6-42.1 (N. SITE GRID)
3
96.9
24.3
94
1963
9TH
BLDG. PAD 6 GRID POINT M.4-41 (N. SITE GRID)
3
97.1
23.5
94.2
1964
10TH
BLDG. PAD 6 GRID POINT M-41.6 (N. SITE GRID)
3
96.3
24
93.4
1965
11TH
BLDG. PAD 6 GRID POINT L.6-42.4 (N. SITE GRID)
3
96.7
24.2
93.8
1966
12TH
BLDG, PAD 6 GRID POINT L-42.6 (N. SITE GRID)
3
97.6
23.9
94.7
1967
11TH
BLDG. PAD 6 GRID POINT M.4-41.1 (N. SITE GRID)
3
97.2
24.3
94.3
1968
12TH
BLDG. PAD 6 GRID POINT M.6-41.7 (N. SITE GRID)
1
98.4
23
93.3
1969
13TH
BLDG, PAD 6 GRID POINT M.1-41.6 (N. SITE GRID)
1
98.6
23.4
93.5
1970
13TH
BLDG, PAD 6 GRID POINT L.6-42.2 (N. SITE GRID)
1
98.3
23.2
93.2
1971
SG
BLDG. PAD 3 GRID POINT K.1-48 (S. SITE GRID)
1
98.1
23
93
1972
SG
BLDG. PAD 3 GRID POINT M.4-48.1 (S. SITE GRID)
3
96.9
23.5
94
1973
1ST
BLDG. PAD 3 GRID POINT K.6-48.6 (S. SITE GRID)
4
91.1
26.9
94.1
1974
2ND
BLDG. PAD 3 GRID POINT K.2-48.7 (S. SITE GRID)
4
90.6
27.2
93.6
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
FAILCO CONSij�TA�T$, ]ifO
2324 Fabens Rd. • Dallas, Texas 7522;
'Ful. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION
Page 2 of 2
Tested For: JLB Partners, LP
Date Performed: 4/10/2017
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
Test Elevation
Proctor
DryDensity Percent Percent
No. ILift Location
No.
(Pcfj Moisture Density
1975 1ST BLDG. PAD 3 GRID POINT M,6-48.4 (S. SITE GRID)
4
91.8 27.1 94.8
1976 2ND BLDG. PAD 3 GRID POINT M.1-48.6 (S. SITE GRID)
3
95.9 24.7 93
1977 3RD BLDG. PAD 3 GRID POINT K."8.9 (S. SITE GRID)
4
90.9 26.7 93.9
1978 4TH BLDG. PAD 3 GRID POINT K2-48.4 (S. SITE GRID)
4
91.3 26.5 94.3
1979 3RD BLDG. PAD 3 GRID POINT M-48 (S. SITE GRID)
3
96.4 24.3 93.5
1980 4TH BLDG. PAD 3 GRID POINT M.1-48.1 (S. SITE GRID)
4
90.2 27 93.2
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
I'argo onsu rents, 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.{f
Gr} Moore, CET
aterials 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