HomeMy WebLinkAboutSOIL NUCLEAR GAUGESoil Nuclear Gau � e
Client:
: Project:
_ r. _ a�rn�an:
Report-Date-t4f-T9/201 Renar=Development_=Corp _ - : e46-68=54346 - -9=
Test Method: ASTM D 6938 3725 S.:East Ocean Boulevard, Suite 101 Momingside Residential Lots Pe.ft
Pore St Lucie Branch Stuart, FL 34996 : • Fort Pierce St LU 9
Florida CA No. 5950 P • -
460 NW Concourse Place, Unit - - .. .. t .
Port St. Lucle, FL 34986
Fort Pierce,, FL � � � ��
Phone:772878-0072 :: .: �' !!l .. .: .. �� .
"
, •' Test Results
'
Test At(°
Retest
Of =
Test "
Date
Proctor lD .
Method
Soil
Classification
Optimum
Moisture
MY
Maximum
Dry Density
(pcf)
In,Place
Moisture
Y
In•Place
Dry;Density
pc
Probe
Depth:
(in)
Percent
Compaction
Min Comp.
(%
y
: Remark '
57
11/13/18
18-194
A
= -
11.5
112.5
9.8
111.3 :
-12
99
98
Pass
58
11/13/18
'.. 18-194
A
-
11.5
_ .112.5 -
- .. 9.3 ' ....
110.6 '.
12
".....'
98'
..' 98
. Pass
59
11/13/18
18-194
A
-
11.5
112.5
9.7
110.8
12
98
98.
Pass
60
11/13/18
18-194
A
-
11.5
112.5
:10.3
:110.7
12
98
98
Pass
61:'
11115/18
:18-194
"' A
-
11.5
112.5
: 9.8
111.0
12
99
98
Pass
62 ''
11/15M8
1&194
A
11.5
112.5
.10.0
110.5
: 12
: : 98
98 :'
Pass
63
11/15/19
18-194
A
=
11'.51,
112.5
9.3
110.2 - :
12
98.''
98:
Pass
64
11115/18.
18-194:
A: :;
.:
11.5. :
112:5
10.2
110.8
;_12
:
98 :
:98:
Pass: •; .
Test Information:-
Test At
Test Location
Elevation
Reference
• .
Gauge
Make 1 Model I SN l Calibrated
Field Technician
57
Continuous Footing: Continuous Footings for Building Pad 58
North East End of Footings :
A.0.
. .
Top of Grade
. .
CPN WC-3 / M3405073951
Tech, Port St. Lucie :.
58.
Continuous Footing: Continuous Footings:for Building Pad 58
South West End of Footings
:
-1i0 :
Top of Grade
CPN I MC-3 / M346507395I
:
Tech, Port St. Lucie
59
Continuous Footing: Continuous Footings for Building Pad 22
North West End of Footings
' A.0
Top: of Grade-
'CPN
/ MC-3/ M340507395 /
Tech Port St. Lucie:
60
Continuous Footing: Continuous Footings for Building Pad 22
South East End of Footings
-1.0
Top. of Grade
r
CPN / MC-3 / M340507395 /
Tech, Port St. Lucie
61
Building -Slab on Grade: House pad and Footings for Pad at Lot 58.
Northwest Portion of House Pad.
::-1.0
Top: of Pad:
CPN / MC-3 /: M340507395 /
Tech,:Port St.: Lucie
62 .
Building:- Slab on Grade: House pad and Footings for Pad at Lot58.
Southeast Portion of House Pad.
-1.0
Top of Pad
CPN / MC-3 M340507395 !
Tech, Port St. Lucie
63
Building - Slab on Grade: House pad and Footings:fO Pad at Lot:58.' :
Northeast Center Portion of Footings.:
72:0
Top of Pad
CPN / MC-3 ! M340507395 /
Tech, Port St. Lucie
64
Building - Slab on Grade: House pad and Footings for Pad at Lot 58.
Southwest Center Portion of Footings.
. -2.0
Top of Pad
CPN / MC-3 l M3405073951
"
Teeh;'Fort St. •L'ucle
;
.Remarks
_ . _.
......
Comments='
--.
i
Pass: Density Pass
Tests are "Direct Transmission' (Method A) unless probe depthis rested as
"Backscatter": Gauge calibration data on file with the tasting agency.