HomeMy WebLinkAboutSOIL NUCLEAR GAUGESoil Nuclear Gauge
Client:
Project: <7
AReport
GnA'e,
Date: 11/6/2018
P & C Construction of the Treasure Coast LLC
18-0172.00
Test Method: ASTM D 6938
P.O. Box 4343
2982 Curtis King Blvd %•
Part St. Lucie
Fort Pierce, FL 34948
Fort Pierce, FL
FBPE CAR 4930
607 nW Commodity Cove
Port St. Lucie, FL 34986
Phone:772-924-35751 Fax: 772-9243580
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
(p
N
pc
(in)
Compaction
%
Remark
1
11/5/18
8594-D1557
N/A
12.2
100.8
10.5
98.4
12
98
951105
Pass
2
1115/18
8594 - D1557
N/A
12.2
100.8
10.4
98.4
12
98
951105
Pass
3
11/5/18 8594 - D1557
N/A
12.2
100.8 10.6
98.1
12
97 95 / 105
Pass
Test Information
Gauge
Test #
Test Location
Elevation Reference
Make / Model / SN / Calibrated
Field Technician
1
Below Slab Grade: NW comer of pad
0-1
Troxler / 3430 / 24566 /
Presson, Thomas
2
Below Slab Grade: SE corner of pad
0-1
Troxler / 3430 / 24566 /
Presson, Thomas
3
Below Slab Grade: Center of pad
0-1
Troxler / 3430 / 24566 /
Presson, Thomas
Remarks
Comments
Pass: Tests results comply with specifications
Tests are'Direct Transmission' (Method A) unless probe depth is noted as
'aackscatter'. Gauge calibration data on file Wth the testing agency.
RECEIVED
DEC 1 p°Zplg
Permitting Department
St. Lucie County, FL
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—No 63218/
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Test Reports shall not be reproduced, except in full, without the written approval of GFA Intemational.lnc.
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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Page 1 of 1
6
Soil Nuclear Gauge
client:
Prefect:
0
Report Date: 11/62018
P & C Construction of the Treasure Coast LLC
18.0172.OD
Teat Method: ASTM D 6938
P.O. Box 4343
2992 Curtis King Blvd
gyp, yap
Fort Pierce, FL 34948
Fort Pierce, FL
MECA04M
841NWCuanadLVCaw
{M18LIade,FL31888
FM M4 WersIFWm•92"W
TestReaDHe
Teat
Retest
of
Toot
Dote
I f7oelnr ID
I Method
son
ClassificationCompaction
Optimum
Molefum
Maximum
Dry Density
In Place
Moisture
In Place
Dry Density
Probe
Depth
Percent
Mlns"
Comp.
Remark
1
11/5118
1 8594-01557
WA
122
100.8
10-6
98.4
12
88
85/105
Pass
2
11/5f19
8594-D1557
WA
12.2
1002
10A
98.4
12
99
95f 105
Pass
3
1115118
1 8594 - D1557
I
I WA
122
100.8
10.6
1 98.1
12
97
951105 1
PM
Test Information
Test 0
ToolLocation
Elevation
Reference
Gauge
Make I Model 1 SN I Calibrated
FTechnician
1
Below Slab Grade: NW comeroi
0-1
Troforl3430!24558/
Thomas2
Below Slab Grade: SE comer of
0.1
Trmder/3430 f 24211
Thomas3
111
Below Slab Grade: Center of d
0.1
Trmdor/3430/245661
Thomas
Remadm
Commends
Paso: Tests results comply with specifkelbns
Tosls we•ULegTrerertdsciorf(MOMW A)vd=PMUD sepal IS noted ec
'Badnrotlef. GeuOe taGDrelian deb on Poawd� Ow toslina aaenq.
``71111111!
�1ceNs6
Ito 63211
ImO
Test Reports shag not be reproduced, except In full, without the written approval of GFA International Inc.
Digitallysigned printed copies of this document are not considered signed and seated and the signature must be verified on any electronic copies.
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