HomeMy WebLinkAboutSOIL NUCLEAR GAUGE (2)0
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Soil Nuclear Gauge
Wk
Part SL Ludc
FWE CA it 4W0
60T NW Commodity cave
Pat St. Lucie, FL M9a6
Ph :772-e2435751 Fax: 7r2-924.3590
Report Date: 8/22/2019
Test Method: ASTM D 6938
Client: Project:
Hector Luna 19.4423.00
P.O. Box 13736 1233 S. Brocksmith Road n��n
Fort Pierce, FL 34979 Fort Pierce, FL SCANNED
BY
St. Lucie County
Test Results
Test If
Retest
Of
Test
Date
ProctorlD
Method
Soil
Classification
Optimum
Moisture
4/4
Maximum
Dry Density
(pc
In Place
Moisture
%j
In Place
Dry Density
(Pc
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp,
(%)
Remark
1
8/21/19
P-1
N/A
10.8
115.2
8.9
111.7
12
97
951105
Pass
2
8121/19
P-1
N/A
10.8
115.2
9.6
110.5
12
96
951105
Pass
3
8/21J19
P-1
N/A
10.8
115.2
9.0
112.6
12
98
951105
Pass
Test Information
Test ff
Test Location
Elevation
Reference
Gauge
Make / Modell SN / Calibrated
Field Technician
1
Above SlL ped Surface: West metal buildingpad,
SE Comer
1-2'
Troxter / T3440127974 /
Liverman, Robert
2
Above Stri ped Surface: West metal building
ad, Center
1-2'
Troxier! T3440 127974 /
Liverman, Robert
3
Above Stripped Surface: West metal building pad, NW Corner
1.2'
Troxier / T3440 / 27974 !
Liverman, Robert
Remarks
Comments
Pass: Tests results comply With specifications
Tests am 'Direct Transmission' (Method A) unless probe depth is noted as
•aackscalter'. Gauge calibration data on file With the testing agency.
1, 2, 3: 0-1' HCP=50+, > 95 % Compaction, PASS. HCP tests are
empirically correlated to the relative density of the soil.
AUG 2 2 2019
Permitting Department
St�ounty, FL
Test Reports shall not be reproduced, except in full, without the written approval of GFA international Inc.
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