HomeMy WebLinkAboutFargo Consultants, Inc. - 4/8/2017 (2)G!2 2324 Pabcns Rd. - Dallas, Texas 7522;
?AR00 CONSULTANTS INC. 'Fel. 214-352-4100 Fax. 214-352-4817
REPORT OF FIELD COMPACTION Page 1 oft
Tested For: JLB Partners, LP Date Performed: 4/8/2017
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(%) 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
6
Tannish Brown CLAYEY SAND - Select Fill
11.1 116.8
Min. 95
-2 to +2
7
Brown CLAYEY SAND - Select Fill
14.3 114
Min. 95
-2 to +2
8
Reddish Brown and Tan CLAYEY SAND
13 115
Min. 95
-2 to +2
Field Test Results
Test
Elevation
Proctor
DryDensity
Percent Percent
No.
/Lift Location
No
(pcf}
Moisture Density
1924
FG BLDG. PAD 7 GRID POINT K.2-52.1 (N. SITE GRID)
8
111.8
14.5
97.2
1925
FG BLDG. PAD 7 GRID POINT M.6-53.6 (N. SITE GRID)
6
113.2
12.4
96.9
1926
FG BLDG. PAD 7 GRID POINT N-54..7 (N. SITE GRID)
6
114.9
13
98.4
1927
FG BLDG. PAD 7 GRID POINT P.2-54.1 (N. SITE GRID)
6
112.6
12.9
96.4
1928
FG BLDG. PAD 8 GRID POINT S.6-48.5 (N. SITE GRID)
6
116.7
12.6
99.9
1929
FG BLDG. PAD 8 GRID POINT R.2-48.6 (N. SITE GRID)
7
112.6
13.8
98.8
1930
FG BLDG. PAD 8 GRID POINT P.5-47.1 (N. SITE GRID)
7
111.3
14.5
97.6
1931
FG BLDG. PAD 8 GRID POINT 0.4-46.5 (N. SITE GRID)
7
111.9
14.1
98.2
1932
FG BLDG. PAD 15 GRID POINT H.3-15,5 (N, SITE GRID)
6
111.2
10.3
95.2
1933
FG BLDG. PAD 15 GRID POINT H.1-14,1 (N. SITE GRID)
6
111.6
10.6
95.5
1934
FG BLDG, PAD 15 GRID POINT H.6-13 (N. SITE GRID)
7
111.4
12.9
97.7
1935
FG BLDG. PAD 15 GRID POINT H.1-12 6 (N. SITE GRID)
8
110.1
11.7
95.7
1936
FG BLDG. PAD 16 GRID POINT Y.6-19.7 (S. SITE GRID)
7
110.9
14.7
97.3
1937
FG BLDG. PAD 16 GRID POINT Y.1-171 (S. SITE GRID)
8
113.9
13.9
99
1938
FG BLDG. PAD 16 GRID POINT Y.7-15 (S. SITE GRID)
7
111.6
12.4
97.9
1939
11TH BLDG. PAD 3 GRID POINT L.1-46.6 (S. SITE GRID)
4
90.2
26.6
93.2
"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.
Geoteclinical Engineering • Construction Materials Testing • Environmental Services
www. dallasfareo. com
F.59GD 2324 Fabcns Rd. - Dallas, Texas 75225
;Mn.cto c0n8u1.'1nNTsc, INC. Tel. 214-352-4100 Fax. 214-352-4811
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
tants, Inc.
Test result with asterisk (*), if any, indicates non-compliance to provided guidelines.
Test locations are referenced using an to -house system and are approximate. -7T
�
grrry 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.
Geotecbnical Engineering • Construction Materials Testing •Environmental Services
www.dallasfarfo.com
REPORT OF FIELD COMPACTION
Page 2 of 2
Tested For: JLB
Partners, LP
Date Performed: 4/8/2017
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
ILift
Location
No.
(pcf)
Moisture Density
No
1940
12TH
BLDG. PAD 3 GRID POINT L.3-46.1 (S. SITE GRID)
4
90.8
26.4
93.8
1941
11TH
BLDG. PAD 3 GRID POINT L.145.7 (S. SITE GRID)
3
97.7
24.2
94.8
1942
12TH
BLDG, PAD 3 GRID POINT L.7-45,.6 IS. SITE GRID)
4
90.6
26.8
93.6
1943
13TH
BLDG. PAD 3 GRID POINT L.3-46.4 (S. SITE GRID)
3
97.1
24.9
94.2
1944
13TH
BLDG. PAD 3 GRID POINT L.5-45.1 (S. SITE GRID)
3
96.8
24.1
93.9
1945
1ST
BLDG. PAD 6 GRID POINT L-42 6 (N SITE GRID)
3
96.1
24.1
93.2
1946
2ND
BLDG. PAD 6 GRID POINT L.4-42 (N SITE GRID)
3
96.8
24.6
93.9
1947
1ST
BLDG, PAD 6 GRID POINT M.6-41.1 (N. SITE GRID)
3
95.9
24.4
93
1948
2ND
BLDG. PAD 6 GRID POINT M.1-41 (N. SITE GRID)
3
96
24.9
93.1
1949
3RD
BLDG, PAD 6 GRID POINT L.4-42.4 IN. SITE GRID)
1
98.4
22.9
93 3
1950
4TH
BLDG. PAD 6 GRID POINT L.6-42 (N. SITE GRID)
3
97.3
23.5
94.4
1951
3RD
BLDG, PAD 6 GRID POINT M.1-41 (N. SITE GRID)
1
98.3
22,9
93.2
1952
4TH
BLDG. PAD 6 GRID POINT M-41.4 (N. SITE GRID)
1
98.1
23.1
93
1953
5TH
BLDG, PAD 6 GRID POINT L.6-42 (N. SITE GRID)
3
96.6
24.1
93.7
1954
6TH
BLDG. PAD 6 GRID POINT L.7-42.7 (N. SITE GRID)
3
96.1
24.6
93.2
1955
5TH
BLDG. PAD 6 GRID POINT M.1-41 (N. SITE GRID)
3
96.8
23.9
93.9
1956
6TH
BLDG. PAD 6 GRID POINT M.4-41.6 (N, SITE GRID)
3
96.4
24.5
93.5
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
tants, Inc.
Test result with asterisk (*), if any, indicates non-compliance to provided guidelines.
Test locations are referenced using an to -house system and are approximate. -7T
�
grrry 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.
Geotecbnical Engineering • Construction Materials Testing •Environmental Services
www.dallasfarfo.com