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Pon SL Lu410
FBPE CA 04930
601 NW Commo4iry Cove
Pon St. Lucle, FL 34986
Phone! 772-924.36751 Fax: 772-924.3580
Soil Nuclear Gauge
Report Date:5/1612019
Test Method: ASTM D 6938
Client:
Leighton Construction, LLC
Stuart, FL 34995
Project:
18-0922.00
Leighton Construction 2018-2019 Master
Agreement SCANNED
Various Locations B
FL Y
St, LuCi;, r'nitnhi
Test Results
Test
Retest
OI
Test
Dete
ProctorlD
Method
Soil
Classification
Optimum
Moisture
N
Maximum
Dry Density
pe
In Place
Moisture
%
In Place
Dry Density
(pc
Probe
Depth
(in)
Percent
Compaction
MiniMax
Comp,
%
Remark
1
5114/19
P-1
N/A
10.6
115.2
10.8
110.3
12
96
95/ 105
Pass
2
S114/19
P-1
N/A
10.6
115.2
11.3
109.8
12
95
95 / 105
Pass
3
5/14119
P-1
I N/A
10.6
115.2
11.3
110.5
12
96
95/ 105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make I Model / SN I Calibrated
Fiold Technician
1
Below Slab Grade: 3045 SW Radcliffe Way, Palm City, SW side.
0-12"
I Troxler / T3430 / 347841
Evans, Amber
2
Below Slab Grade: 3045 SW Radcliffe Way, Palm City, NE side.
0.12"
Troxler / T3430 / 34784 I
Evans, Amber
3
Below Slab Grade: 3045 SW Radcliffe Way, Palm City, Center.
0.1Y
Troxler / T3430 / 34784 /
Evans, Amber
Remarks
Comments
Pass: Tests results comply with specifications
Tests are'Direct Transmission' (Method A) unless probe depth is noted as
'Backscatler'. Gauge calibration data on rile with the testing agency.
RECEIVED
MAY 17 ?UA
ST. Lucie county, Permitting
Test Reports shall not be reproduced, except In full, without the written approval of GFA International Inc.
C ooMINIC tij777ji,
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Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
Page 1 of 1
Permit#: 1903-0087
Soil Nuclear Gauge
Report Date: 5/16/20%
Test Method: ASTM D 6938
Port St. Lucia
FBPE CA a 4B30
607 NW Co"a"Wity Cwa
Pon St. Lucle, FL 34986
Phone: A2.924-36751 Fax: 772-9243580
Client:
Leighton Construction, LLC
Stuart, FL 34995
Project:
18-0922.00
Leighton Construction 2018-2019 Master
Agreement
Various Locations
FL
Test Results
Testa
Retest
Of
Test
Date
ProctorlD
Method
Soil
Classification
Optimum
IDisture
(a/a)
Maximum
Dry Density
(pc
In Place
Molature
%4
In Place
Dry Density
pe
Probe
Depth
In
Percent
Compaction
Min/Max
Comp.
a/a
Remark
1
5/14/19
P-1
1/1
10.6
115.2
10.8
110.3
12
96
951105
Pass
2
5114/19
P-1
N!A
10,6
115.2
11.3
109,8
1 12
95
1 95/ 105
Pass
3
5/14119
P-1
NIA
10.6
115.2 1
11.3
1 110.5
1 12
98
1 95/ 105
Pass
Test Information
Test 0
Test Location
Elevation
I Reference
Gauge
Make / Model / SN / Calibrated
Field Technician
1
Below SlaDGrade: 3045 SW Radcliffe Way, Palm City, SW side.
0.12'
Troxler / T3430134784 !
Evans, Amber
2
Below SlablGrade: 3045 SW Radcliffe Way, Palm City. NE side,
0-12'
Troxler / T3430 1347841
Evans, Amber
3
Below SlabGrade: 3045 SW Radcliffe Way, Palm City, Center.
0.12-
Troxler I T3430 134784 1
Evans, Amber
Remarks
Comments
Pass: Tests results comply with specifications
Tests are 'Direct Transmission' (Method A) unless probe depth Is noted as
•Backscatter'. Gauge calibration data on file with the testing agency.
LRECEIVED
MAY 17 2019
Lucie County, Permitting
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
CENS N i
pCtP' NV1F • ,
N.-
VP 14 �5116/20
7hl6as Dominic Montano;*Z
'//// 11NALtG\�
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
Page 1 of 1