HomeMy WebLinkAboutSOIL NUCLEAR GAUGESoil Nuclear Gauge
Client:
Project:
Report Date: 5/10/2019
Environmental Land Development, Inc.
18-9980.01
Test Method: ASTM D 6938
201 Campbell Road
Shop Addition 201 Campbell Road - CMT
yFea;no",
Portal. Lucia
d
Fort Pierce, FL34945
201 Campbell Road
Fort Pierce, FL 34905
FBPE CA 0 4930
q
607 NW Commooly Cove
Part St. Lucia. Ft. 34985
Far: 772-924-3580
� 0 \ L 0' \1
Phone: 772-9243575 I
Test Results
Test#
Retest
Of
Test
Date
Proctor ID
I Method
Soil
Classification
Optimum
Moisture
%
Maximum
Dry Density
pc
In Place
Moisture
N
In Place
Dry Density
(pcf)
Probe
Depth
(In)
Percent
Compaction
Min/Max
Comp.
N
Remark
1
518119
P•1
NIA
11.0
112.5
9.5
110.9
12
99
95/ 105
Pass
2
578119
P-1
N!A
11.0
112.5
9.0
112.0
12
100
95/ 105
Pass
3
5/8119
P-1
NIA
1 11.0
1 112.5
1 9.0
1 109.8
1 12
1 98
1 951105
Pass
Test Information
Test #
Test Location
I Elevation
Reference
Gauge
Make I Model I SN I Calibrated
Field Technician
1
Below Slab Grade: West side slab extension, North end
0.1
Troxler/ 3430134151 I
Liverman, Robert
2
Below Slab Grade: West side slab extension, Center
0-1
Troxler / 3430134151 /
Liverman, Robert
3
Below Slab Grade: West side slab extension, South end
1
10-1
Troxler / 3430 / 34151 /
Liverman. Robert
Remarks
Comments
Pass: Tests results comply with specifications
Tests are'D'vecl Transmission' (Method A) unless probe depth is noted as
'Backswtter'. Gauge calibration data on file with the testing agency.
RECEIVED
MAY 10 LO19
ST. Lucie County, Permitting
SCANNED
BY
St. Lucie County
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S/ONAL 1�
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
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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