HomeMy WebLinkAboutSOIL NUCLEAR GAUGE'�`nNATOo'
Port SI�Lu<lo
FSPE CA 04930
607 NW Commodity Cove
Port St. Lucle, FL 34986
Phone:I 72-924-35751 Fm: 772-924-3580
Soil Nuclear Gauge
Report Date: 3/13/2019
Test Method: ASTM D 6938
Client:
Bill Pallas
3233 Matthews Rd.
Fort Pierce, FL 34945 `\
Project:
19-2403.00 SCANNED
3233Matthews Road
Fort Pierce, FL BY
St. Lucie County
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
%
(pcf)
(%)
pcf)
(in)
Compaction
NO
Remark
11
3/12/19
P-1
N/A
10.8
111.4
8.8
- 108.9
12
98
95 / 105
Pass
21
3/12/19
P-1
N/A
10.8
111.4
9.3
110.4
12
99
95/ 105
Pass
3
3112/19
P-1
N/A
10.8
111.4
8.9
109.2
12
98
95 / 105
Pass
Test Information
Gauge
Test#
Test Location
Elevation
Reference
Make / Model / SN / Calibrated
Field Technician
1
Below Slab Grade: Covered carport pad, NE Comer
0-1
Troxler 13430 / 34151 /
Liverman, Robert
2
Below Slab Grede: Covered carport pad, Center
0-1
Troxler 13430 / 34151 /
man, Robert
31
1 Below Slab Grade: Covered carport pad, SW Comer
0-1
Troxler / 3430 / 34151 /
Liverman, Robert
I
Remarks Comments
Tests results Comply with specifications Tests are 'Direct Transmission' (Method A) unless probe depth is noted as
Pass:
'Backscatter". Gauge
calibration
data on file with the testing agency.
RECi'.�
K�ivT
�ONN'
MAR 14 :,9
\ �10ENSF•'•. i
LST.Lucie County, Permitting
No 6 8
—
03/13F019
� •.Ke , P.E. ir=
P��ssion37i;T If ier # 48
'G\\��
Si [4.. ?i?P',
NAL
Test i eports shall not be reproduced, except in full, without the written approval of GFA International Inc.
Digitlly 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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