HomeMy WebLinkAboutSOIL NUCLEAR GAUGEArdamarl Soil Nuclear Gauge
& Associates, Inc. Pe!m;ti+= ioo7-osst
epo Date: 01/2019
Pan St Lucie preach Test Method: ASTM D 6938
Elena CA No. 59W
460 NW Car... Place, Unit 1
Port St Lucie, R 24986
Ph.. r24]8-0 72
6L ANNED
BY
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Client:
Rimer Development Corp.
3725 S. East Ocean Boulevard, Suite 101
Stuart, FL 34996
RECEIVED
Project: I ncT e e
113-15-66-5434B 2019
Morningside Residential Lots Permitting partrhent
Fort Pierce St, Luce County
Fort Pierce, FL
-
Test Results
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
(%
Maximum
Dry Density
p
In Place
Moisture
%)
In Place
Dry Density
(Pe
Probe
Depth
In
Percent
Compaction
Min Comp.
%
Remark
204
9127119
19-122
A
—
12.0
112.0
5.4
109.2
12
98
98
Pass
205
9127119
19-122
A
—
12.0
112.0
7.7
109.8
12
98
98
Pass
206
9127/19
19-122
A
--
12.0
112.0
7.4
109.8
12
98
98
Pass
207
9/27/19
19-122
A
—
12.0
112.0
6.0
109.5
12
98
98
Pass
208
9/27119
19-122
A
--
12.0
112.0
5.0
109.7
12
98
98
Pass
Test1riformation
Test N
Test Location
Elevation
Reference
Gauge
Make / Model / SN I Calibrated
Field Technician
204
Building Pad Fill: Southeast Comer of Pad at 9804 Palm Breezes Drive. Lot 97
.1.0
Top of Pad
Troxler I T-3430121330 /
Tech, Port St. Lucie
205
Building Pad Fill: Southwest Comer of Pad at 9804 Palm Breezes Drive. Lot 97
-1.0
Top of Pad
Troxler I T-3430 / 21330 /
Tech, Port St Lucie
206
Building Pad Fill: Center of Pad at 9804 Palm Breezes Drive. Lot 97
-1.0
Top of Pad
Troxler / T-34301213301
Tech, Part St. Lucie
207
Building Pad Fill: Northeast of Pad at 9804 Palm Breezes Drive. Lot 97
-1.0
Top of Pad
Troxler I T-3430 / 21330 /
Tech, Port SL Lucie
208
Building Pad Fill: Northwest Comer of Pad at 9804
Palm Breezes Drive. Lot 97
-1.0
Top of Pad
Tmxler / T-3430121330 I
Tech, Port St. Lucie
Remarks' ' - _.
'. - - -Comments -
Pass: Density Pass
Tests are "Direct Transmission' (Method A) unless probe depth Is noted as
'Backscatter. Gauge calibration data on file with the testing agency.
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