HomeMy WebLinkAboutSOIL NUCLEAR GAUGEM
Soil Nuclear Gauge
Report Date: 12/3%2019
Test Method: ASTM D 6938
Port St Lucie
FBPE CA # 4930
607N Commodity Cove
Pod St. Lucie, FL M986
Phmm-R2.92435751 Fax: 7r2-9243580
Client:
Conte Contracting Corporation
7548 S US Hwy 1 #232
Port Saint Lucie, FL 34952
Project:
19-7034.00
Conte Contracting Corporation 2019-2020
Master 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
Dry Density
(pcf)
In Place
Moisture
%)
In Place
Dry Density
(pc
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
N
Remark
1
11/27119
P-1
N/A
10.5
116.2
10.1
111.1
12
96
951105
Pass
2
11/27/19
P-1
N/A
10.5
116.2
8.9
113.1
12
97
95/105
Pass
3
11/27119
P-1
N/A
10.5
116.2
8.7
112.1
12
96
95/105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN / Calibrated
Field Technician
1
Below Slab Grade: 2613 SE Brevard, Port St Lucie, East Comer
0-1
Troxler 13430 / 24566 /
Hayes, Sean
2
Below Slab Grade: 2613 SE Brevard, Port St Lucie, West Comer
0-1
Troxler 13430124566 1
Hayes, Sean
3
Below Slab Grade: 2613 SE Brevard, Port St Lucie, Center
0-1
Troxler/ 3430 / 245661
Hayes, Sean
Remarks
Comments
u
SCANNED
w.
Pass: Tests results Comply with specifications
Tests are'Direct Transmission" (Method A) unless probe depth is noted as
"Backscader". Gauge calibration data on file with the testing agency.
IM-D5yd
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
St Lucie MY
\ttt 111III/,,,,
NN KFN;///,
.•'�tGENS�c •'• �
'�tllllltr'
r, Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
�I
Page 1 of 1