HomeMy WebLinkAboutTriangle Testing Lab report TRIANGLE TESTING LAB, INC. RECEIVED
FL REG.#3101
4750 ROYAL PALM BEACH BOULEVARD WG 2 $ NZI
WEST PALM BEACH, FLORIDA 33411
(561)790-3049 _ ,Ode
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e-mail: triangle2992t&_gmail.com
Date: August 20, 2021
To: St. Lucie County Building Department
Re: Soil Compaction Report-Density of In-Place Compacted Soil
SYNERGY HOMES - RESIDENCE
113 LIMA COURT
PORT SAINT LUCIE, FL
Test Date Test# Test Location Elevation In-Place Readings MMPD Values %
Density Moisture Density Moisture
08/04/21 1 Southeast Area 1'-2' 105.9 9.3 109.5 5.6 96.7
08/04/21 2 Center Area 0-1' 106.5 9.0 109.5 5.6 97.3
08/04/21 3 Northwest Area 1'-2' 105.8 9.3 109.5 5.6 96.6
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 2020 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 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 square foot.
Respectfully submitted,
ENJC' F
ichard Boyette; FL PE 4424• 42485 =
Vice President
August 20, 2021 = '
STATE OF
4w File#23435 ,',�?^�,^•.•" . �C;
Permit#21050546
i
TRIANGLE TESTING LAB, INC.
FL REG.#3101
4750 ROYAL PALM BEACH BOULEVARD
WEST PALM BEACH, FLORIDA 33411
(561)790-3049
e-mail: triangle2992(c_gmail.com
Date: August 20, 2021
To: St. Lucie County Building Department
Re: Soil Compaction Report-Density of In-Place Compacted Soil
SYNERGY HOMES - RESIDENCE
113 LIMA COURT
PORT SAINT LUCIE, FL
Test Date Test# Test Location Elevation In-Place Readings MMPD Values %
Density Moisture Density Moisture
08/04/21 1 Southeast Area V-2' 105.9 9.3 109.5 5.6 96.7
08/04/21 2 Center Area 0-1' 106.5 9.0 109.5 5.6 97.3
08/04/21 3 Northwest Area V-2' 105.8 9.3 109.5 5.6 96.6
Remarks:All elevations are measured from top of pad grade. (Mod Proctor Test#1)
Verif►cation 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 2020 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 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 square foot.
Respectfully submitted, "f� 13
0,�,,,�,
GENg
Richard Boyette,7FLPE#4:85' 42485 -
Vice President
August 20, 2021 = STATE of
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File#23435 r
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Permit#21050546