HomeMy WebLinkAboutSOIL NUCLEAR GAUGEArdaman Soil Nuclear Gauge
-- & Associates, Inc. Permit 019034427
Report Date: 6/11/201g
P"U L.N.erw4tr TestMethod: ASTM D 6938
FIUNMCAN 590
430NWC.naoune Raw,eNt1
PO4SL L.de. FL3494d
POone:772,671,0072
Client:
Project:
Renar Development Corp.
113-1666.5434E
3725 S. East Ocean Boulevard. Suite 101
Momingslde Residential Lots
Stuart, FI. 34996
Fort Plerce
Fort Pierce, FL
JUN 12 2019
Permitting
BY
St. Lucie County
.
,Ted Results
Test0
West
Of
Teat
Date
Proctor lD
Method
Sall
Classification
Optimum
Moisture
%
Maximum
DryDonalty
In Plum
Malamro
In Place
Dry Density
probe
Depth
n
Percent
Compaction
Min Comp.
%
Remark
1s0
617119
19-045
A
11.0
116.5
5.8
113.6
'12
98
95
Pass,
181
611119
19-045
A
11.0
116.5
6.7
710.6
12
95
95
pass
182
6171119
19-045
A
11.0
116.5
7A
111.3
12
96
95
Peso
183
WAS
19-045
A
11.0
116.5
6.5
112.3
12
96'
95
Pass
184.
Will)
" 19-046
A
_
'11.0
116.5
5.9
111.8
12
96
95
Pass
...
-
Taletlntormatlon,.
_ease.
..
Test
Taut Location
..
Etwetton
RNerente
Make l Model i$N I calibrated
Field Tnchniclen
180
Building Pad Fig: 300 Palm Breezes Drive 1.00120. Southwest Comer of Pad
-1.0
lTop of Pad
I Trorderl.T-3430 / 2133D I
Tech Port St. Lurie
list
Building Pad Fig; 300 Palm Brame Drive, Lot 9129, Northwest Comer of Pad
.1.0
Top of Pad
TMAGrl T-34301213301
Tech. Port St Lucie
182
BuUdN Pad R0: 300 Palm Breezes Drive, Lots120. Center of Pad
-'e
To of Pad
Tnuderl T-3430121330I
Tech, Port 6t Lucie
183
Build Pad Fig: 200 Palm Breezes Drive, Lots120. Southeast Comer of Pad
-1.0
To of Ped
Trelderl T.343012133D /
Tech, Pod SL Lucia184
Building Pad Fig: 300 Palm Brooms Drive. Lot 0120. Northcutt Corner of Pad
-11.0To-Of
Pad
T.111T-3430I21330!
Tach, Port St Lurie
.'Rinuirl s :Comments.
Pass: Density Pass face am-Dusd Trv4 fselen-(Melnad A)uniess prooa depin It noted es
" aeriarofbe ,, Deugvci0bredon data on pie wllh Ire Was egsn
1
AS A MUTUAL PROTECTION TO OUR CLIENT, THE PUBLIC AND OURSELVES, ALL REPORTS ARE
THE CLIENT, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXl
PENDING OUR WRITTEN APPROVAL.
OF Page 1 of 1
�'ArdamanSoll Nuclear Gauge
&Associates, Inc. Permit# 1903-0427
Report Date: 6/11/2019
Pedst ude er,nch Test Method: ASTM D 6938
Flh,ba CA NO Was
460"atlICO Pace, sett
Pon et Lude• FL 34966
Pie. 772.87;Z2
Client: Project:
Renar Development Corp. 113-15-66.54348
3725 S. East Ocean Boulevard, Suite 101 Momingside Residential Lots SCANNED
Stuart, FL 34996 Fort Pierce
Fort Pierce, FL BY
St. Lucie County
Test 0
Retest
Of
Test
Data
Proctor ID
Method
Soil
Classmeudon
optimum
Moisture
%
Mmtimum
Dry Density
c
In Place
Moisture
%
In Place
Dry Density
Probe
Depth
in
Percent
Compaction
Min Comp.
%
Remark
ISO
6/7119
19-045
A
11.0
lies
5.8
113.6
12
98
95
Pass
181
617/19
19-045
A
11.0
116.5
6.7
110.6
12
95
95
Pass
182
617/19
19-046
A
11.0
1116.5
7.4
111.3
12
96
95
Pass
183
617119
19-045
A
11.0
116.5
6.5
112.3
12
96
95
Pass
184
617/19
19-046
A
11.0
116.5
SA
111.8
12
96
95
Pass
.� �.
.. • .: _ , ;�".` . , . '. ...
Teisflnfoehatibn -
- .,, . .-,..
Test q
Test Location
Movation
Reference
Gauge..
Make I Model / SN I Calibrated
Field Technician
180
Building Pad Fig; 300 Palm Breezes Drive, Lot 0120. Southwest Comer of Pad
-1.0
Top of Pad
Troxler/ T-3430 / 21330 /
Tech, Port St Lucia
181
Building. Pad Fill: 300 Palm Breezes Drive. Lot #120. Northwest .Comer of Pad
-1.0
Top of Pad
Troxler/ T-3430 / 21330 /
Tech, Port St Lucie
182
Building Pad FIB: 300 Palm Breezes Ddve, Lot #120. Center of Pad
.1.0
Top of Pad
Troxler I T-3430 / 213301
Tech; Port St Lucie
183
Building Pad Fill: 30D Palm Breezes Drive. Lot #120. Southeast Comer of Pad
-1.0
Top of Pad
Trotter / T-3430 121330 /
Tech, PM St Lucie
184
guiding Pad Fill: 300 Palm Breezes Ddve, Lot 0120. Northeast Comer of Pad
-1.0
Top of Pad
Troxler / T-3430 / 21330 /
Tech, Pon St. Lucie
TA
Remarksr
Pass: Density Pass
Tests" 'Direct Tranamisdon' (Methad A) unlme plebe depth Is none es
'Barkscamr'. Gauge IalWraapn dale an Me wfth the teeeng agenry.
, 4
t @'ram r � RECEIVED
� JUN122019
/ ST. Lucie County, Permitting
AS A MUTUAL PROTECTION TO OUR CLIENT, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMIT
THE CLIENT, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS
PENDING OUR WRITTEN APPROVAL.
OF Page 1 of 1