HomeMy WebLinkAboutSOIL NUCLEAR GAUGESCANNED
AAI BY
G..,P-St. Lucie County
Port SL Lucie
FBPEC #4930
607 N Commodity Cove
Pon St Lucie, FL 34986
Phone.772-924-35751 Fax: 772-924-3580
Soil Nuclear Gauge
Report Date: 10/16/2018
Test Method: ASTM D 6938
Client:
Park East Construction Corp.
266 E. Jericho Tpke
Huntington Station, NY 11746
Project: RECEIVED
18-3920.00
Farrell Storage (Kitten an) OCT 1 7 2018
Kitterman Rd.
Port Saint Lucie, FL ST. Lucie County, Permitting
Test Results
Test#
Retest
Of
Test
Date
ProctorlD
Method
Soil
Classification
Optimum
Moisture
%)
Maximum
Dry Density
(p
In Place
Moisture
%
In Place
Dry Density
(pc
Probe
Depth
In
Percent
Compaction
Min/Max
Comp.
M
Remark
206
10/15/18
8264 - D1557
N/A
10.8
116.7
9.6
114.6
12
98
95 / 105
Pass
207
10/15/18
8264 - D1557
N/A
10.8
116.7
10.4
114.6
12
98
95 / 105
Pass
208
10/15/18
8264 - D1557
N/A
10.8
116.7
8.9
115.6
12
99
951105
Pass
209
10/15/18
8264- D1557
N/A
10.8
116.7
9.8
114.4
12
98
95/ 105
Pass
210
10/15/18
8264 - D1557
N/A
10.8
116.7
10.7
115.0
12
99
95 / 105
Pass
211
10/15/18
8264 - D1557
N/A
10.8
116.7
10.0
116.3
12
99
95/ 105
Pass
212
10/15/18
8264 - D1557
N/A
10.8
116.7
10.9
114.7
12
98
95/105
Pass
213
10/15/18
8264 - D1557
N/A
10.8
116.7
10.2
115.5
12
99
951105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN / Calibrated
Field Technician
206
Below Slab Grade: Building C, Final Lift, See Map Location 1
0-1'
Humboldt / 5001SD / 9086 /1
Keller, Marcus
207
Below Slab Grade: Building C, Final Lift, See Map Location 2
0-1'
Humboldt / 600ISD / 9086 /
Keller, Marcus
208
Below Slab Grade: Building C, Final Lift, See Map Location 3
0-1'
Humboldt / 5001 SD / 9086 /
Keller, Marcus
209
Below Slab Grade: Building C, Final Lift, See Map Location 4
0-1'
Humboldt / 5001SD / 90861
Keller, Marcus
210
Below Slab Grade: Building C. Final Lift, See Map Location 5
0-1'
Humboldt / 5001 SD / 9086 /
Keller, Marcus
211
Below Slab Grade: Building C, Final Lift, See Map Location 6
0-1'
Humboldt / 5001 SD / 9086 /
Keller, Marcus
212
1 Below Slab Grade: Building C, Final Lift, See Map Location 7
0-1'
Humboldt / 5001 SD / 90861
Keller, Marcus
213
Below Slab Grade: Building C, Final Lift, See Map Location 8
0-1'
Humboldt / 500lSD / 90861
Keller, Marcus
Remarks
I
Comments
Pass: Tests results comply with specifications
Tests am "Direct Transmission' (Method A) unless probe depth Is noted as
'Backscaaer. Gauge calibration data on file with the testing agency.
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
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 2
Soil Nuclear Gauge
Client:
Project:
QFO"��'
Report Date: 10/1612018
Park East Construction Corp.
18-3920.00
Test Method: ASTM D 6938
266 E. Jericho Tpke
Farrell Storage (Kitterman)
Pen St Lucie
Huntington Station, NY 11746
Kitterman Rd.
FBPE CA # 4930
Port Saint Lucie, FL
607 NW Commodity Cove
Pon St Lucie, FL 34986
Phone: 772-924-35751 Fax: 772-924-3580
Test Results
Test#
Retest
Of
Test
Date
ProctorlD
Method
Soil
Classification
Optimum
Moisture
%
Maximum
Dry Density
pcf)
In Place
Moisture
%
In Place
Dry Density
(p
Probe
Depth
In
Percent
Compaction
MinlMax
Comp.
%
Remark
214
10/15/18
8264 - D1557
N/A
10.8
116.7
10.3
114.E
12
98
95 / 105
Pass
215
10/15/18
8264 - D1557
N/A
10.8
116.7
9.4
114.2
12
98
95 / 105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN / Calibrated
Field Technician
214
Below Slab Grade: Building C, Final Lift, See Map
Location 9
1
10-1,
1 Humboldt / 5001SD / 9086 /
Keller, Marcus
ll
215
Below Slab Grade: Building C, Final Lift, See Map Location 10
0-1'
Humboldt / 5001SD / 9086 /.
Keller, Marcus
Remarks
I
Comments
Pass: Tests results Comply with specifications
Tests am 'Direct Transmission' (Method A) unless probe depth is noted as
'Backscaaer'. Gauge calibration data on file with the testing agency.
ONN.KFivr�'%
' L\GENSF''•, i
� - o 6321 V
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
&16/2018
63218
Page 2 of 2
Soil Nuclear Gauge
Client:
Project:
001
Report Date: 10/17/2018
Park East Construction Corp.
18-3920.00
Test Method: ASTM D 6938
266 E. Jericho Tpke
Farrell Storage (Kitterman)
t Lucia
Port St Luele
Huntington Station, NY 11746
_
Kitterman Rd.
FBPE CA#4930
Port Saint Lucie, FL
6D7 NW Commodity Cove
Port St. Lucie. FL 34986
Phone: 772-924-35751 Fec 772-924-3580
Test Results
Optimum
Maximum
In Place
In Place
Probe
MInIMax
Retest
Test
Soil
Moisture
Dry Density
Moisture
Dry Density
Depth
Percent
Comp.
Test #
Of
Date
ProctorlD
Method
Classification
%)
(p
%)
pc
(in)
compaefion
%
Remark
60
9/5/18
8280- D1557
NIA
1 10.5
1 115.6
8.3
113.1
1 12
1 96
1 98/105
Pass
Test Information
Gauge
Test #
Test Location
Elevafion
Reference
Make I Model I SN I Calibrated
Field Technician
60
1 Footing: Elevator Footing, Center of Footing
0-1
Troxler / T3430 / 34784 /
Baker, Jeff
Remarks
Comments
Pass: Tests results comply with specifications
Tests are'Direct Transmission' (Method A) unless probe depth is noted as
'Backscaxer'. Gauge calibration data on file with the testing agency.
RECEIVED
OCT 17 E318
ST. Lucie Cedrytyt Permitting
kkttlll lllltrrr
�k\AN K7i
0 ENSF •.
1o63218 *=
- * 4)/17/2018
;i-Xenk E%F
A AT ib\ 63218
PI'e �lo�a!•rg�gi�i
State'q�Ilgttt � �
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
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
b�P
Port St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Pod St Lucie, FL 34986
Phone:772-92435751 F.: 772-924-3580
Soil Nuclear Gauge
Report Date: 10/17/2018
Test Method: ASTM D 6938
Client:
Park East Construction Corp.
266 E.Jericho Tpke
Huntington Station, NY 11746
18-3920.00
Farrell Storage (Kitt,
Kitterman Rd.
Port Saint Lucie, FL
1-712.j 601
RECEIVED
OCT 17 zm
ST. Ludo County, Permitting
Test Results
Test #
Retest
Of
Test
Date
ProctorlD'
Method
Soil
Classification
Optimum
Moisture
%
Maximum
Dry Density
(Poll)
In Place
Moisture
%
In Place
Dry Density
p
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
I%)
'
Remark
73
9/18118
8264 - D1557
N/A
10.8
116.7
7.7
115.1
12
99
98/105
Pass
74
9/18(18
8264- D1557
N/A
10.8
116.7
8.0
114.8
12
98
98/105
Pass
75
9/18/18
8264- D1557
N/A
10.8
116.7
8.5
114.5
12
98
98/105
Pass
76
9/18/18
8264 - D1557
N/A
10.8
116.7
8.1
115.7
12
99
98/105
Pass
77
9118112
8264 - D1557
NIA
10.8
116.7
9.0
115.5
12
99
98/105
Pass
78
9118/18
8264-D1557
N/A
10.8
116.7
8.9
114.4
12
98
981105
Pass
79
9118/18
8264- D1557
N/A
10.8
116.7
7.8
114.9
12
98
98/105
Pass
80
9118118
8264 - D1557
N/A
10.8
116.7
9.2
114.3
12
98
98/105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make! Model! SN / Calibrated
Field Technician
73
Footing: Building C, See map location 1.
0-1
Troxler / 3430 / 24566 /
Liverman, Robert
74
Footing: Building C, See map location 2.
0-1
Troxler / 3430 / 24566 /
Liverman, Robert
75
Footing: Building C, See map location 3.
0-1
Troxler 13430 124566 /
Liverman, Robert
76
Footing: Building C, See map location 4.
0-1
Troxler / 3430 / 24566!
Liverman, Robert
77
Footing: Building C, See map location 5.
0-1
Troxler / 3430 / 24566 /
Liverman, Robert
78
Footing: Building C, See map location 6.
0-1
Troxler 13430 / 24566 /
Liverman, Robert
79
Footing: Building C, See map location 7.
1
10-1
Troxler / 3430 / 24566 /
Livennan, Robert
80
Footing: Building C, See map location 8.
0-1
Troxler 13430 / 24566 /
Livennan, Robert
Remarks
Comments
Pass: Tests results comply with specifications
Tests are "Direct Trensmission (Method A) unless probe depth is noted as
'Becksca8er". Gauge calibration data on file with the testing agency.
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
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 2
Ris7.�..1 � Lr. i
Soil Nuclear Gauge
Report Date: 10/17/2018
Test Method: ASTM D 6938
Port St Lucie
FBPECA#4930
607 NW CommodityCove
Pon St. Lude, FL 34986
Phone- 772-924-3576 1 Fax: 772-924-3580
Client:
Park East Construction Corp.
266 E.Jericho Tpke
Huntington Station, NY 11746
Project:
18-3920.00
Farrell Storage (Kitterman)
Kitterman Rd.
Part Saint Lucie, FL
Test Results
Test#
Retest
Of
Test
Date
ProctorlD
Method
Soil
Classification
Optimum
Moisture
%)
Maximum
Dry Density
(pc
In Place
Moisture
%
In Place
Dry Density
pe
Probe
Depth
in
Percent
Compaction
Min/Max
Comp.
o
Remark
81
9/18118
8264 - D1557
NIA
10.8
116.7
9.5
115.5
12
99
98 / 105
Pass
82
9/18/18
8264 - D1557
N/A
10.8
116.7
9.3
115.0
12
99
98 / 105
Pass
83
9118/18
8264 - D1557
N/A
10.8
116.7
9.8
116.2
12
100
98 / 105
Pass
84
9118/18
8264 - D1567
N/A
10.8
116.7
9.2
114.3
12
98
9B / 105
Pass
85
9118/18
8264 - D1557
N/A
10.8
116.7
8.6
115.0
12
99
98 / 105
Pass
86
9/18118
8264 - D1557
N/A
10.8
116.7
9.7
115.0
12
99
98 / 105
Pass
87
9118/18
1 8264 - D1557
N/A
1 10.8
1 116.7
1 10.4
114.6
12
98
98 / 105
Pass
88
9/18118
1 8264- D1557
N/A
1 10.8
1 116.7
1 9.8
114.9
12
98
981105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN / Calibrated
Field Technician
81
Footing: Building C, See map Iocalion 9.
0-1
Troxler 13430 / 24566 /
Liverman, Robert
82
Footing: Building C, See map location 10.
0-1
Troxler / 3430 / 24566 /
Liverman, Robert
83
Footing: Building C, See map location 11.
0-1
Troxler / 3430 / 24566 /
Liverman, Robert
84
Footing: Building C. See map location 12.
0-1
Troxler / 3430/24566 /
Liverman, Robert
85
Footing: Building C, See map location 13.
0-1
Troxler / 3430 / 24566 /
Liverman, Robert
86
Footing: Building C, See map location 14.
0-1
Troxler / 3430 / 24566 /
Liverman, Robert
87
Footing: Building C, See map location 15.
10.1
Troxler / 3430 1 24566 /
Liverman, Robert
88
Footing: Building C, See map location 16.
0-1
Troxler! 3430 / 24566 /
Liverman, Robert
Remarks
Comments
\```NN I KF ''/.
Pass: Tests results comply With specifications
Tests
ga kscalter". G uge calibration(data on file WiMethod A) lth the testingageess robe deth incy. noted as
'
�O•.........!VT �.
`
•_%CEN& F'
* No 63218
BF
7/2018
63218
State'ofi,1^i i iYIG `•
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Page 2 of 2
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
Pon SL Lucie
ISPE CA # 4930
607N Commodity Cove
Pon St Lune, FL 34986
Phone: 772-924-35751 Fax: 772-924-3680
Soil Nuclear Gauge
client:
Report Date: 9/19/2018
Park East Construction Corp..
Test Method: ASTM D 6938
266 E. Jericho Tpke
Huntington Station, NY 11746
Project:
18-3920.00
Farrell Storage (Kitterman)
Kitterman Rd.
Port Saint Lucie, FL
Test Results
Test#
Retest
Of
Test
Date
Procter ID
Method
Soil
Classification
Optimum
Moisture
%
Maximum
Dry Density
(pef).
In Place
Moisture
N
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
•Compaction
Min/Max
Comp.
(%)
Remark
73
9118118.
•.8264 - D1557
N/A
-10.8
.116.7, , .
7.7
115.1
12
99
981 105
Pass
74
9/18/18
8264-D1557
N/A
10.8
116.7
8.0'
114.8
12
98
98/'105
Pass
75
9/18/18
8264- D1557
NIA
10.8
116.7
8.5.
114.5
12
98
98 / 105
Pass
76
9l18118
8264 - D1557
N/A
10.8
116.7
8.1
115.7
12
99
98 / 105
Pass
77
1111111
8264 - D155557 7
WA
10.8
116.7
9.0
115.5
12
99
98 / 105 --
Pass
78
9/18/18
8264 - D1
N/A
10.8
116.7
1 8.9
114.4
12
98
1 98 / 105 1
Pass
79
9118/18'
8264-D1557
I
N/A
1 10.8
1 116.7
T8
114.9
12
98
98,1105 1
Pass
80
9118/18
8264- D1557
N/A
1 10.8
116.7
.9.2
114.3
12
98
98 / 105 1
Pass
Test.lnformation`
Test #
Test Location
Elevation
Reference
Gauge
Make I Model 1 SN I Calibrated
_
Field Technician.
73
Fooling: Building C. See map location
0.1
Troxler / 3430/24566 /
Liverrnan, Robert
74
Fooling: Building C, See map location
0-1
Troxler 1,34301245661
Liverman; Robert
75
Footing: Building C, See map location.3.
0-1
Troxler / 3430 / 24566 /
Livennan, Robert
76:
Footing: Building:.C; See map location 4.
Od
Troxler / 3430 / 24566 /
Li4ennam, Robert
77
Fooling: Building C, See map location 5.
0-1.
Troxler l.3430124566 /
Livemian. Robert
78
Footing: Building .C,.See map location 6.
0-1
Troxler 13430124566./
Liverman, Robert
79
Footing: BuildingC, See ma location7..
0-1
Troxler 13430124566 /
Liverman, R1 it
80
Footing: Building C, See map location 8.
0-1
_...Troxler
I3430 / 24566)
Liverman, Rdbed
Remarks
Comments
Pass: Tests results comply with specifications
Tests are *Direct Transmission' (Method A) unless probe depth Is noted as
'Backscaaer". Gauge calibration data on file with the testing agency:
Test Reports shall not be reproduced, except in full, without the written approval of GFA.International Inc.
Digitally signed printed copies of this document are not considered signed.and sealed and the signature must be verified on electronic copies.
Page 1 of 2
t
Soff Nuclear Gauge
Report Date: 9/19/2018
Test Method: ASTM D 6938
Pad SL Lucie
FBPE CA 04930
607Nw Commodityc° e
Port St: Lucie, FL34986
Phone: 772-9243675I Fax:1772-924.3580
Client:
Park East Construction Corp.
266 E. Jericho Tpke
Huntington Station, NY 11746
Project:
18-3920.00
Farrell Storage (Kitterrman)
Kitterman Rd.
Port Saint Lucie, FL
Test Results
Test#
Retest
Of
- Test
Date
ProctorlD
Method
Soil
Classification
Optimum
Moisture
%).
Maximum
Dry Density
pc
In Place
Moisture
(%
In Place
Dry Density
pc
Probe
Depth
(in)
Percent
Compaction
MInIMax
Comp.
(%)
Remark
81
9/18/18
8264 - D1557
- N/A
10.8
116.7
9.5
116.5
12
99
981105
Pass
82
9/18/18
8264--D1557
-
NIA
10.8
116.7
913
115.0
12
99
98,1105
Pass
83
9118118
8264 - D1557
NIA
10.8
116.7
9.8
116.2
12
100
98 / 105'
Pass
84
9118/18
8264 - D1557
N/A
10.8
116.7
9.2
114.3
12
98
981105 -
Pass
85
9118118
$264-D1557
N/A
10.8
116.7
8.6
115,0
12 -
99
981105
Pass
86
9118/18
8264 - D1557
N/A
10.8
116.7
9.7
115.0
12
99
981105
Pass
87
9118118
8264-D1557
- NIA
10:8
116.7
10.4
114.E
12
=98
98,1105
Pass
88
9118118
8264 - D1557
-
NIA
10.8
116.7
9.8
1 114.9
12
98
98 /105 1
Pass
Test Information
Test#
Test Location
Elevation
Reference
Gauge
Make I Model I SN.I Calibrated
Field Technician
81
Footing: Building C, See map location 9.
0-1
Troxler 13430:/ 24566 /
Liverman; Robert
82
Fooling: Building C; See map location 10.
0.1
Troxler 13430124566:1
Liverman,. Robert
83
Fooling: Building C, See map location 11. -
0-1
Troxler 13430 /24566 /
Liverman; Robert
84
Footing: Building C. See map location 12.
0-1
Troxler 13430 /24566 /
Liverman, Robert
85
Footing:. Building C, See map location 13..
0-1
-
Troxler / 34301.245661
Liverman, Robert
86
Footing: Building C. See map location 14.
0-1
-
Troxler / 3430124566 /
Liverman,. Robert
87
Fooling! Building C, See map location 15.
0-1
Troxler 13430 / 24566/
-
Liverman, Robert
88
Footing: Building C. See map location 16.
0-1
Troxler / 3430 /.245661
Liverman, Robert
Rerf3arks
Comments
\\
.� . ,kAN KEn,
Pass: Tests results Comply with specifications
Tests are'DifeGTrans fission` M/aod A)filunlhsptherobeaes.de gagency. ted as
Permit # 1712-0019
-•------ w0 63218 '•
,alKen�S OF
3tat" o� E�
/ 1/lllllltl\\\
Test Reports shall not be reproduced, except in full; without the written approval of GPAInternational Inc.
Digitally signed printed copies of this document are not considered signed and -sealed and the signature must be verified on any electronic copies.
0 9/2018
Page 2 of
I
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ateAx9Luclo
#49
]0
m 601
V or nw ConiUCove
Pat ladp. FL R ]tBa6
Phone: 777.920.3515I Fax n2-924]]60
M
R"tefto
SfP
7
Soil Nuclear Gauge Client:
Project;
2 0
Di
Pe 7n/tt,. _
Report Date: IkEast ion Corp.
St <� C ent
Test Method: ASTMD 6938 266E. Jericho Tpke
Farrell Storage (Kilterman)
t,nt),
Huntington Station, NY 11746
Kifferman Rd.
Pon Saint Lucie, FL
Test Results
testa
Retest.
Of
Test
Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
h
Maximum
Dry Density
(pef)
In Place
Moisture
t%
In Place
Dry Density
(pcQ 11
Probe
Depth
(in)
Percent
C
Min/Max
Comp.
Remark
60
91511f
8280- D1557
NIA
10.5
115.6
8.3
113.1
12,
- 98
98 / 105
Pass
' Test Information
Testa
Test Location
I Elevation
Reference
Gauge
Make I Model I SN I Calibrated
Field Technician
60
Footing: Elevator Footing. Center of Fooling -
0.1
Troxler/ T3430 / 34784I -
Baker, Jeff
Remarks
Comments
4
Pass: Tests results comply with specifications
Tests are 'Direct Transmission(Method A) unless probe depth is noted as
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PERMIT # 1 AI2-4D19
Test Reports shall not be reproduced, except in full, without the written approval of GFA Inlemational Inc.
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