HomeMy WebLinkAboutSOIL COMPACTION REPORT7- �'�
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TRIANGLE TESTING LAB, INC.
CoA#3101
4750 ROYAL PALM BEACH BOULEVARD
WEST PALM BEACH, FLORIDA 33411
(561)790,3049
e-mail: triangle2992(a gmail.com
Date: January 24, 2019
To: Saint Lucie County Building Department
Re: Soil Compaction Report -Density of In -Place Compacted Soil
S&D CONTRACTING - DETACHED ADDITION
7003 S INDIAN RIVER DRIVE
FORT PIERCE, FL
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St Lucie County
Test Date
Test #
Test Location
Elevation
In -Place Readings
MMPD Values
%
Density
Moisture
Density.
Moisture
0,1/23/19
1
Southeast Area
1'-2'
104.3
4.4
109.5
5.6
95.3
01/23/19
2
Center Area
0-1'
104.7
4.8
109.5
5.6
95.6
I
O'1/23/19
3
Northwest Area
1'-2'
104.2
4.9
109.5
5.6
95.2
IKemarKs: All elevations are measured from top of pad grade. (Mod Proctor Test #1)
Verification Statement
statement shall serve as verification that the soil beneath the proposed structure has beers tested in accordance
Section R401.4 of the 2017 Florida Building Code, Residential edition. The tests were conducted from the
ing grade.
Density tests were taken at a minimum of three (3) locations throughout the total depth of till. The depth of fill was
apptoximately 2_0 feet. The foundation setbacks were based on information furnished by the client, at the time of
testing.
Based on the location and depths. tested, we verify that the fill has been compacted to a minimum of 95% of the
maximum dry density as determined by ASTM D-1557 and that the minimum soil bearing value beneath the proposed
foundation area is 2.500 pounds per sauare foot. .«eE
submitted,
chard Boyette, FL PE #42485
ce President
nuary 24, 2019
I
File # 20819