HomeMy WebLinkAboutSOIL NUCLEAR GAUGE/g`a's- f--d 033
'FRNAT�NPV SQdB1NIVED
Port St. Lucie BY
FBPE CA # 4930
607 NW Commodity Cove St Lucie County
Port St. Lucie, FL 34986
Phone: 772-924-3575 1 Fax: 772-924-3580
Soil Nuclear Gauge Client: Project:
Report Date: 10/9/2018 Phoenix Realty Homes, Inc. 17-0495.00
Test Method: ASTM D 6938 1760 North Jog Road, Suite 120 Phoenix Realty Homes - Various Locations
West Palm Beach, FL 33411
Is
Test Results
Optimum
Maximum
In Place
In Place
Probe
Min/Max
Retest
Test
Soil
Moisture
Dry Density
Moisture
Dry Density
Depth
Percent
Comp.
Test#
Of
Date
ProctorlD
Method
Classification
N
(pcf)
N
(pcf)
(in)
Compaction
(%)
Remark
33
10/1118
P-2
N/A
11.7
109.1
9.9
105.3
12
97
95 / 105
Pass
34
10/1/18
P-2
N/A
11.7
109.1
10.2
104.2
12
96
95 / 105
Pass
35
10/1/18
P-2
N/A
11.7
109.1
9.4
105.4
12
97
95 / 105
Pass
36
10/3/18
P-2
N/A
11.7
109.1
10.1
106.8
12
98
95 / 105
Pass
37
10/3/18
P-2
N/A
11.7
109.1
10.0
106.7
12
98
95 / 105
Pass
38
10/3/18
P-2
N/A
11.7
109.1
10.1
106.8
12
98
95 / 105
Pass
39
10/3/18
P-2
N/A
11.7
109.1
10.2
107.0
12
98
95 / 105
Pass
40
10/3/18
P-2
N/A
11.7
109.1
1 10.4
1 106.7
1 12
98
95 / 105 1
Pass- "
Test Information - - "
Gauge
Test #
Test Location
Elevation
Reference -
Make / Model / SN / Calibrated
Field Technician
33
Below Bottom of Footing: Diamond Sands, Jensen Beach - Lot 20, Stem Wall
_
0-1
Troxler / 3430 / 24566 /
Wilson, Todd
Footings, SE comer _--
34
Below Bottom of Footing: Diamond Sands, Jensen Beach - Lot 20, Stem -Wall
0-1
Troxler / 3430 / 24566 /
Wilson, Todd
Footings, NW corner
35
Below Bottom of Footing: Diamond-Sartds, Jensen Beach - Lot 20, Stem Wall
0-1
Troxler 13430 / 24566 /
Wilson, Todd
Footings, Center"of-pad`
36__
Foundation Backfill: Diamond Sands, Jensen Beach' Lot 20, Stem Wall Backfill, Front
3rd Lift
Troxler / 3430 / 24566 /
Presson, Thomas
_
section of foundation, NW corner
37
Foundation Backfill: Diamond Sands, Jensen Beach - Lot 20, Stem Wall Backfill, Front
3rd Lift
Troxler / 3430 / 24566 /
Presson, Thomas
section of foundation, SE corner
38
Foundation Backfill: Diamond Sands, Jensen Beach - Lot 20, Stem Wall Backfill, Front
3rd Lift
Troxler / 3430 / 24566 /
Presson, Thomas
section of foundation, Center area
39
Foundation Backfill: Diamond Sands, Jensen Beach - Lot 20, Stem Wall Backfill, Back
3rd Lift
Troxler / 3430 / 24566 /
Presson, Thomas
section of foundation, Center area
40
Foundation Backfill: Diamond Sands, Jensen Beach - Lot 20, Stem Wall Backfill, Back
3rd Lift
Troxler / 3430 / 24566 /
Presson, Thomas
section of foundation, NE comer
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.
36, 37, 38, 39, 40: 1st Lift, 2nd Lift: HCP=40+, > 95 % Compaction,
PASS. HCP tests are empirically correlated to the relative density of
the soil.
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
GF�
'FRNAT�oa
Port St. Lucie
FSPE CA # 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-35751 Fax: 772-924-3580
Soil Nuclear Gauge
Report Date: 10/9/2018
Test Method: ASTM D 6938
Client:
Phoenix Realty Homes, Inc.
1760 North Jog Road, Suite 120
West Palm Beach, FL 33411
Project:
17-0495.00
Phoenix Realty Homes - Various Locations
Test Results
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
N
Maximum
Dry Density
(pcf)
In Place
Moisture
N
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
N
Remark
41
10/3/18
P-2
N/A
11.7
109.1
10.3
106.8
12
98
95 / 105
Pass
42
10/8/18
P-2
N/A
11.7
109.1
9.6
107.2
12
98
95 / 105
Pass
43
10/8/18
P-2
N/A
1 11.7
1 109.1
1 10.5
1 105.8
1 12
97
1 95 / 105
Pass
44
10/8/18
P-2
N/A
11.7
109.1
10.1
106.8
12
98
95 / 105
Pass
Test
Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN / Calibrated
Field Technician
41
Foundation Backfill: Diamond Sands, Jensen Beach - Lot 20, Stem Wall Backfill, Back
section of foundation, SW comer
3rd Lift
Troxler / 3430 / 24566 /
Presson, Thomas
42
Below Slab Grade: Diamond Sands, Jensen Beach - Lot 20, NE comer
0-1
Troxler / 3430 / 24566 /
Wilson, Todd
43
Below Slab Grade: Diamond Sands, Jensen Beach - Lot 20, SW comer
0-1
Troxler / 3430 / 24566 /
Wilson, Todd
44
Below Slab Grade: Diamond Sands, Jensen Beach - Lot 20, Center area
0-1
Troxler / 3430 / 24566 /
Wilson, Todd
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
Lift,-2nd-L-ift. HCP=40+,> 95 % Compaction, PASS. HCP tests
ir-e—empirically correlated to the relative density of the soil.
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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.
1
J
GF�
"�RNASIONP
Port St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-3575 1 Fax: 772-924-3580
Soil Nuclear Gauge
Report Date: 10/9/2018
Test Method: ASTM D 6938
Client:
Project:
Phoenix Realty Homes, Inc. 17-0495.00
1760 North Jog Road, Suite 120 Phoenix Realty Homes - Various Locations
West Palm Beach, FL 33411
Test Results
Optimum
Maximum
In Place
In Place
Probe
Min/Max
Retest
Test
Soil
Moisture
Dry Density
Moisture
Dry Density
Depth
Percent
Comp.
Test #
Of
Date
Proctor ID
Method
Classification
N
(pcf)
N
(pcf)
(in)
Compaction
N
Remark
33
10/1/18
P-2
N/A
11.7
109.1
9.9
105.3
12
97
95 / 105
Pass
34
10/1/18
P-2
N/A
11.7
109.1
10.2
104.2
12
96
95 / 105
Pass
35
10/1/18
P-2
N/A
11.7
109.1
9.4
105.4
12
97
95 / 105 1
Pass
36
10/3/18
P-2
N/A
11.7
109.1
10.1
106.8
12
98
95 / 105
Pass
37
10/3/18
P-2
N/A
11.7
109.1
10.0
106.7
12
98
95 / 105
Pass
38
10/3/18
P-2
N/A
11.7
109.1
10.1
106.8
12
98
95 / 105
Pass
39
10/3/18
P-2
N/A
11.7
109.1
10.2
107.0
12
98
95 / 105
Pass
40
10/3/18
P-2
N/A
11.7
109.1
10.4
106.7
12
98
95 / 105
Pass
Test
Information
Gauge
Test #
Test Location
Elevation
Reference
Make / Model / SN / Calibrated
Field Technician
33
Below Bottom of Footing: Diamond Sands, Jensen Beach - Lot 20, Stem Wall
0-1
Troxler / 3430 / 24566 /
Wilson, Todd
Footings, SE comer
34
Below Bottom of Footing: Diamond Sands, Jensen Beach - Lot 20, Stem Wall
0-1
Troxler / 3430 124566 /
Wilson,_To_dd_ - - -
Footings, NW corner
- --
- -
35
Below Bottom of Footing: Diamond Sands, Jensen Beach - Lot 20, Stem Wall
�
0 1
-- -
-
Troxler / 3430 / 24566 /
Wilson, Todd
Footings, Center of pad - -- ----�
-36--
Foundation Backfill: Diamond Sands, Jensen Beach - Lot 20, Stem Wall Backfill, Front
3rd Lift
Troxler / 3430 / 24566 /
Presson, Thomas
section of foundation, NW comer
37
Foundation Backfill: Diamond Sands, Jensen Beach - Lot 20, Stem Wall Backfill, Front
3rd Lift
Troxler / 3430 / 24566 /
Presson, Thomas
section of foundation, SE corner
38
Foundation Backfill: Diamond Sands, Jensen Beach - Lot 20, Stem Wall Backfill, Front
3rd Lift
Troxler / 3430 / 24566 /
Presson, Thomas
section of foundation, Center area
39
Foundation Backfill: Diamond Sands, Jensen Beach - Lot 20, Stem Wall Backfill, Back
3rd Lift
Troxler 13430 / 24566 /
Presson, Thomas
section of foundation, Center area
40
Foundation Backfill: Diamond Sands, Jensen Beach - Lot 20, Stem Wall Backfill, Back
3rd Lift
Troxler / 3430 / 24566 /
Presson, Thomas
section of foundation, NE corner
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.
36, 37, 38, 39, 40: 1st Lift, 2nd Lift: HCP=40+, > 95 % Compaction,
PASS. HCP tests are empirically correlated to the relative
density of
the soil.
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