HomeMy WebLinkAboutSOIL COMPACTION REPORTTRIANGLE TESTING LAB, INC.
CoA#3101
4750 ROYAL PALM BEACH BOULEVARD
WEST PALM BEACH, FLOR/DA 33411
(561)790-3049
e-mail: triangle2992(a?gmail.com
Date: April 30, 2018
To: Palm Beach County Building Department
Re: Soil Compaction Report -Density of In -Place Compacted Soil
DAN FITZPATRICK — FRONT ATTACHED ADDITION
7003 SOUTH INDIAN RIVER DRIVE
FORT PIERCE, FL
SCANNED
BY
St Lucie CcuntY
Test Date
Test #
Test Location
Elevation
In -Place Readings
MMPD Values
%
Densit
Moisture—'
Densit
Moisture
04/26/18
1
Southeast Area
1'-2'
105.6
4.1
109.5
5.6
96.4
04/26/18
2
Center Area
0-1'
104.5
3.5
109.5
5.6
95.4
04/26/18
3
Northwest Area
1'-2'
105.4
3.6
109.5
5.6
96.3
Remarks: All elevations are measured from top of pad grade. . (Mod Proctor Test #1)
Verification Statement
This statement shall serve as verification that the soil beneath the proposed structure has been tested in accordance
with Section R401.4 of the 2017 Florida Building Code, Residential edition. The tests were conducted from the
existing grade.
Density tests were taken at a minimum of three (3) locations throughout the total depth of fill. The depth of fill was
approximately 1_5 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 square foot,
130
Respectfully submitted, ••• T ',
G F�.
42485
Richard Boyette, FL PE #4248q
Vice President STATE�
OF ; �
April 30, 2018
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File # 20819