HomeMy WebLinkAboutSOIL NUCLEAR GAUGE (2)Soil Nuclear Gauge WW<RM0. 04
Port SL Lucia
Face CA#4930
607 NW Corm dlty Cove
Port St. Lucie, FL 349e6
Phose: 7n-W4.35751 Fax: 772-924-3560
Report Date: 8/22/2019
Test Method: ASTM D 6938
Client: Project:
Hector Luna 194423.00
P.O. Box 13736 1233 S. Brocksmith Road
Fort Pierce, FL 34979 Fort Pierce, FL SCANNED
BY
St. Lucie Countv
Test Results
Test#
Proctor lD
Method
Soil
Classification
Optimum
Moisture
a/4j
Maximum
Dry Density
(pcn
In Place
Moisture
(%)
In Place
Dry Density
Pc
Probe
Depth
in)
Percent
Compaction
Min/Max
Comp.
N
Remark
4
Ni
P-1
NIA
10.8
115.2
8.7
113.2
12
98
95/105
Pass
5
P-1
NIA
10.8
116 2
9.1
112.3
12
97
951105
Pass
6
P-1
NIA
10.8
115.2
9.4
112.9
12
98
951105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make I Model I SN I Calibrated
Field Technician
4
Above Strip ed Surface: House pad, SE Comer
2-3'
Troxler I T3440127974 /
Liverman, Robert
5
Above Stripped Surface: House pad, Center
2-3'
Troxler / T3440 / 27974/
Liverman, Robert
6
Above Stripped Surface: House pad, NW Corner
2-3'
Troxler / T3440127974 1
Liverman, 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.
4, 5, 6: 0-1. 1-2' HCP=50+, > 95 % Compaction, PASS. HCP tests are
empirically corr d to, the relative n t f the soil.
AUG 2 2 2019
Permitting Department
St. Lucie County, FL
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc,
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