HomeMy WebLinkAboutSOIL NUCLEAR GAUGE- - - - - -
---Soil-Nuclear Gauge - -
G��
Report Date: 10/25/2018
NA'OoNPv
Test Method: ASTM D 6938
Port St Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-3575 1 Fax: 772-924-3580
Client:
Paul Jacquin & Sons, Inc.
7348 Commercial Circle
Fort Pierce, FL 34951
-- -- Project: - - - - - - -- -- ..
18-5750.00
Paul Jacquin & Sons, Inc 2018-2019 Master -�
Agreement
Various Locations
FL 34948
Test Results
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
N
Maximum
Dry Density
(pcf)
In Place
Moisture
(%
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
N
Remark
4
10/23/18
P-1
N/A
11.0
107.5
10.1
104.8
12
97
951105
Pass
5
10/23/18
P-1
N/A
11.0
107.5
10.3
104.7
12
97
95 / 105
Pass
6
1
1 10/23/18
1 P-1
N/A
11.0
1 107.5
10.3
1 104.8
12
1 97
1 95 / 105
Pass
Test
Information
Test #
Test Location
Elevation
Reference
Gauge
. Make / Model / SN / Calibrated
Field Technician
4
Below Slab Grade: 1013 Copenhaver Road, Ft Pierce - Foundation Pad, NW corner of
pad
0-1
Troxler / 3430 / 24566 /
Presson,.Thomas
5
Below Slab Grade: 1013 Copenhaver Road, Ft Pierce - Foundation Pad, SE comer of
pad
0-1
Troxler 13430 / 24566 /
Presson, Thomas
6
1 Below Slab Grade: 1013 Copenhaver Road, Ft Pierce - Foundation Pad, Center area
0-1
Troxler / 3430 / 24566 /
Presson, Thomas
Remarks
I 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.
IX o- OUP
RECEIVED
OCT 2 6 2018
ST. Lucie county, Permittin
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
CO
�/ � W
PS�OMINIC�j •,� �
* : NN \146�,�
� io I t ire #
State%'�7' da •
.�NAL
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
Soil Nuclear Gauge
Client:
Project:
Report Date: 10/25/2018
Paul Jacquin & Sons, Inc.
18-5750.00
'"�RNATONPv
Test Method: ASTM D 6938
7348 Commercial Circle
Paul Jacquin & Sons, Inc 2018-2019 Master {
Port St. Lucle
Fort Pierce, FL 34951
Agreement
FBPECA#4930
Various Locations
607 NW Commodity Cove
FL 34948
Port St. Lucie, FL 34986
Phone: 772-924-35751 Fax: 772-924-3580
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
1
10/4118
P-1
N/A
11.0
107.5
10.0
104.2
12
97
95 / 105
Pass
2
10/4/18
P-1
N/A
11.0
107.5
10.1
104.2
12
97
95 / 105
Pass
3
10/4/18
P-1
N/A
11.0
1 107.5
1 10.0
1 104.1
1 12
1 97
1 951105
Pass
Test
Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN / Calibrated
Field Technician
1
Pad: 1013 Copenhaver Road, Ft Pierce - Prelim Foundation Pad, NW corner of pad
0-1
Troxler / 3430 124566 /
Presson, Thomas
2
Pad: 1013 Copenhaver Road, Ft Pierce - Prelim Foundation Pad, SE comer of pad
0-1
Troxler / 3430 / 24566 /
Presson, Thomas
3
Pad: 1013 Copenhaver Road, Ft Pierce - Prelim Foundation Pad, Center area
0-1
Troxler 13430 124566 /
Presson, Thomas
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.
1, 2, 3: 1-2, 2-3 HCP=40+, > 95 % Compaction, PASS. HCP tests are
empirically correlated to the relative density of the soil.
U
RE ZEIVED
OCT 2 5 2018
ST. Lucie Country, Permitting
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
DC)MIN/CM
2
O
8 �
60�— as Dominic Montalio _Z.
�y�#�s'sion fiTtWgRfeer•# 46
ZONAL
E
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