HomeMy WebLinkAboutCT 14-08; LOT 9 DEVELOPMENT WESTIN HOTEL AND TIMESHARE; FINAL SOILS REPORT; 2020-01-27Test Elevation/ Location/
No. Test Date Depth Ft. Station
AC on
drive E. of
Villa 80;
N. end of
861 2/19/19 FG drive.
AC on
drive E. of
Villa 80;
center of
862 2/19/19 FG drive.
AC on
drive E. of
Villa 80;
NW
parking
863 2/19/19 FG lot stall.
AC on
drive E. of
Villa 80;
entrance
864 2/19/19 FG to garage.
' AC on
drive E. of
Villa 80; S.
end of
865 2/19/19 FG drive.
AC on
drive E. of
Villa 80;
NE
parking
866 2/19/19 FG lot stall.
Soil
Type
580
580
580
580
580
580
DENSITY TEST RESULTS
TABLE 2
Max. Dry Moisture
Density Content
(pcf) (%)
146.8 6.5
146.8 6.6
146.8 7.2
146.8 7.1
146.8 7.3
146.8 7.1
Dry
Density
(pcf)
138.6
138.8
139.2
141.0
141.3
141.5
Relative
MTGL Project No. 1916810
Log No. 20-1026
Required
Compaction Compaction
(%) (%)
95 95
95 95
95 95
96 95
96 95
97 95
Test Elevation/ Location/ Soil
No. Test Date Depth Ft. Station Type
AC on
circle
drive S. of
Villa 80; S.
end of
driveway
on circle
867 2/19/19 FG drive. 580
AC on
circle
drive S. of
Villa 80;
at
entrance
to garage
off circle
868 2/19/19 FG drive. 580
AC on
circle
drive S. of
Villa 80;
center of
driveway
on circle
drive, S
side of
869 2/19/19 FG driveway. 580
AC on
circle
drive S. of
Villa 80; S.
end of
driveway
on circle
drive, N.
side of
870 2/19/19 FG driveway. 580
DENSITY TEST RESULTS
TABLE 2
Max. Dry Moisture
Density Content
(pcf) (%)
146.8 6.9
146.8 7.2
146.8 7.2
146.8 6.9
Dry
Density
(pcf)
141.1
141.0
139.8
140.5
Relative
MTGL Project No. 1916B10
Log No. 20-1026
Required
Compaction Compaction
(%) (%)
96 95
96 95
95 95
96 95
Test Elevation/ Location/
No. Test Date Depth Ft. Station
AC on
circle
drive S. of
Villa 80;
center of
driveway
on circle
drive, S.
side of
871 2/19/19 FG driveway.
AC on
circle
drive S. of
Villa 80;
N. end of
driveway
on circle
drive, N.
side of
872 2/19/19 FG driveway.
Retaining
wall at S.
end of
Villa 80;
nearW.
end,S
side of
873 3/4/19 FG-2' wall.
Retaining
wall at S.
end of
Villa 80;
near W.
end, east
of test
874 3/4/19 FG-1' #873
Soil
Type
580
580
6
6
DENSITY TEST RESULTS
TABLE 2
Max. Dry Moisture
Density Content
(pcf) (%)
146.6 7.0
148.8 6.8
124.5 11.5
124.5 10.2
Dry
Density
(pcf)
141.0
139.8
115.3
114.1
Relative
MTGL Project No. 1916B10
Log No. 20-1026
Required
Compaction Compaction
(%) (%)
96 95
95 95
93 90
92 90
Test Elevation/ Location/
No. Test Date Depth Ft. Station
Retaining
wall at S.
end of
Villa 80;
near
center,
east of
875 3/4/19 FG test #874.
Retaining
wall at S.
end of
Villa 80;
near
center, of
south
876 3/4/19 FG-3' wall.
Retaining
wall at S.
end of
Villa 80;
east of
877 3/4/19 FG-5' test #876.
Retaining
wall
backfill 5.
of Villa
80;
toward
W.of
878 3/5/19 FG-5' center.
Retaining
wall
backfill S.
of Villa
80;
toward E.
879 3/5/19 FG-2.5' end.
Soil
Type
6
6
6
6
6
DENSITY TEST RESULTS
TABLE 2
Max. Dry Moisture
Density Content
(pcf) (%)
124.5 10.6
124.5 10.8
124.5 11.3
124.5 12.6
124.5 12.1
Dry
Density
(pcf)
117.9
114.8
114.2
121.0
119.3
Relative
MTGL Project No. 1916B10
Log No. 20-1026
Required
Compaction Compaction
(%) (%)
95 90
92 90
92 90
97 90
96 90
Test Elevation/ Location/ Soil
No. Test Date Depth Ft. Station Type
Retaining
wall
backfill S.
of Villa
80; E.of
880 3/5/19 FG-4' test #878. 6
Retaining
wall
backfill S.
of Villa
80; just
W. of test
881 3/5/19 FG-2' #879. 6
DENSITY TEST RESULTS
TABLE Z
Max. Dry Moisture
Density Content
(pd) (%)
124.5 11.8
124.5 11.7
Dry
Density
(pd)
118.8
119.5
Relative
MTGL Project No. 1916B10
Log No. 20-1026
Required
Compaction Compaction
(%) (%)
95 90
96 90