HomeMy WebLinkAboutFargo Consultants, Inc. - 2/25/2017mojZO2324 Fabens Rd. - 1)nllws,.Texas 75225
rA=0,t;0V9tr=AUV.s, xrra.-1-cl.. 214-352-4100 1 pax. 214-352-4811
REPORT OF FIELD COMPACTION Page 1 of
Tested For: JLB Partners, LP Date Performed: 2/25/2017
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.dallasfarffo.com
Moisture -Density Relations
Proctor No.
Material Description
Opt. MC(Yo) Max. DD (pcfi DD Range (%) MC Range
1
Light Gray
SANDY CLAY
18.9
105.5
93 to 98
at least +4
2
Light Gray
CLAYEY SAND and gravel intermixed
10.2
116.4
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
(pcf)
Moisture Density
1077
11TH
BLDG. PAD 17 GRID POINT K,6-9.5 (S. SITE GRID)
1
99.2
23.1
94
1078
11TH
BLDG. PAD 17 GRID POINT M.1-9,1 (S. SITE GRID)
1
99.5
22.9
94.3
1079
12TH
BLDG. PAD 17 GRID POINT K.6-9 6 (S. SITE GRID)
3
97.2
23.5
94.3
1080
12TH
BLDG PAD 17 GRID POINT M-9.3 (S. SITE GRID)
3
97.6
23.3
94.7
1081
SG
BLDG. PAD 17 GRID POINT K.4-7.4 (S. SITE GRID)
4
92.3
26.7
95.4
1082
SG
BLDG. PAD 17 GRID POINT M.6-9.8 (S. SITE GRID)
5
100.1
21.2
94.3
1083
13TH
BLDG. PAD 17 GRID POINT K.1-9.4 (S. SITE GRID)
5
100.2
21.1
94.4
1084
13TH
BLDG. PAD 17 GRID POINT M.1-7.4 (S_ SITE GRID)
4
91.8
26.6
94.8
1085
13TH
BLDG. PAD 14 GRID POINT S 6-15 6 (N. SITE GRID)
2
110.3
14.6
94.8
1086
13TH
BLDG. PAD 14 GRID POINT U.9-15.4 (N SITE GRID)
2
110.4
14.5
94.8
1087
SG
BLDG. PAD 14 GRID POINT S-14.5 (N. SITE GRID)
1
99.3
23
94.1
1088
SG
BLDG. PAD 14 GRID POINT T.7-14.7 (N. SITE GRID)
3
97.1
23.6
94.2
1089
1ST
BLDG. PAD 14 GRID POINT T.4-14.7 (N. SITE GRID)
1
99.1
23.2
93.9
1090
1ST
BLDG. PAD 14 GRID POINT S-14.5 (N. SITE GRID)
1
101.3
23.2
96
1091
2ND
BLDG. PAD 14 GRID POINT T.6-14.6 (N. SITE GRID)
1
101.4
23.1
96.1
1092
2ND
BLDG. PAD 14 GRID POINT S,1-14.4 (N. SITE GRID)
3
97.3
23.5
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.dallasfarffo.com
V 0
REPORT OF FIELD COMPACTION
Tested For: JLB Partners, LP
Project Name: Grapevine Bluff Apartments
2324 Fabens Rd. - Dallas, Texas 7522:
Tel. 214-352-4100 Fax. 214-352-4811
Page 2 of 2
Date Performed: 2/25/2017
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 Respectfully Submitted,
Fargo CoysuItrrrrt , 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. G
+Ga?erlals
oore, CET
' Mu 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.dallaifarigo.com