HomeMy WebLinkAboutSoil Nuclear Guage'H�RNASIONP
Port St Lucia
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucle, FL 34986
.. Phone: 772-924-35751Fax: 772-924-3580
Soll' Nuclear Gauge Client: Project:
Report -Date:.12131/2019 Innovation Contracting, Inc. 19-7536.00
Test Method- ASTM D 6938 P.O. BOX 12757 Innovation Contracting, Inc. 2019-2020 Master
Ft. Pierce, FL 34979 Agreement
North Palm Beach, -Martin, Saint Lucie,
Indian River, Okeechobee and Brevard
Counties:..
FL
Test Results
Test#:
Retest
Of
Test
Date
'ProctorlD
Method'
Soil.
Classification
Optimum
Moisture
'/°)
Maximum.
DryDensity
(pcf)
in Place.
Moisture
N
In. Place
Dry Density
c
Probe
Depth
(in)
Percent
Compaction.
Min/Max,
Comp.
(%).
Remark
1
12/18/19
PA
N/A
11.4.
104.5
.9.1
101.3
12
97.
.95 / 105
Pass
2.
12/18/19
P-1
N/A
11.4
104.5
9.4
102.2
12.
98
•. 95 / 105
Pass
3
-12/18/19
P-1
N/A
11.4
104.5
8.8
103.0
12
99
95 / 105
Pass
Test: information .
Test #
Test Location
Elevation
Reference
Gauge
Make I Model I SN / Calibrated
Field Technician
1
Below Slab Grade: 24.14 N. 53 St., Ft. Pierce,.Addition slab, NE.Comer
0-1'
Troxler / T3440 127974 /
Liverman, Robert
2-.
Below Slab Grade: 2414 N. 53 St.; Ft. Pierce, Addition slab; Center
0-1,
Troxler / T3440 / 279741.
Liverman, Robert.
3
Below Slab Grade: 2414 N. 53 St., Ft; Pierce, Addition slab, SW Comer
0-1,
Troxler/ T34401. 27974 /
Livelman, Robert
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. .
�_ # 1904�0354
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No 63 8 _
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§OSsionat�it�lieer #
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Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Page 1 of 1
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
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Port St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St- Lucie, FL 34986
Phone: 772-924-35751 Fax: 772-924-3580
Soil Nuclear Gauge Client: Project:
..... ............. .
Report Date: 12/31/2019 Innovation Contracting, Inc. 19-7536.00
Test Method: ASTM D 6938 P.O. BOX 12757 Innovation Contracting, Inc. 2019-2020 Master
Ft. Pierce, FL 34979 Agreement
North Palm Beach, Martin; Saint Lucie,
Indian River, Okeechobee and Brevard
Counties...
FL
Test#
Retest
Of
Test
Date
Proctor iD
Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry Density
(pcf)
In Place
Moisture
N
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
(%)
Remark
1
12118/19
P-1
N/A
11.4
104.5
9.1
101.3
12
97
95 / 105
Pass
2
12/18/19
P-1
NIA
11.4
104.5
9.4
102.2
12
98
95 / 105
Pass
3
12I8tl9
P-1
NIA
1 11.4
1 104.5
1 8.8
1 103.0
12
1 99
1 951105 1
Pass
%.�r
..,U; mat'
co
Test #
Test Location
Elevation
Reference
Gauge
Make I Model 15N 1 Calibrated
Field Technician
1
Below Slab Grade: 2414 N. 53 St., Ft. Pierce, Addition slab, NE Corner
0-1'
Troxler / T3440127974 /
Liverman, Robert
2
Below Slab Grade: 2414 N. 53 St., Ft. Pierce, Addition slab, Center
0-1'
Troxler 1 T3440 / 27974 I
Liverman, Robert
3
Below Slab Grade: 2414 N, 53 St,; Ft. Pierce, Addition slab, SW Corner
0-1'
Troxler 1 T3440 1'27974 /
Liverman, Robert::
R a ks-
� or;am
e to
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.
M
PERMIT # 1904-0354
�ttttIII//I7j
SR
No 632/8
1273172019
A-ri•.Kent,,E .. ix_
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/111 AIL
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Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Page 1 of 1
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.