HomeMy WebLinkAboutHealth Dept, ostds abandonment KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN(772)337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772)58,9-0712
PALM BEACH (561)845-7445 MELBOURNE 321 768-8488
www.ksmengineering.net ( )
FAX(561)845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE(772)229-9093
C.A.:5693 FAX(772)589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED February 12, 2019 KSM JOB# : 190631-1d/SS/jl
PERMIT# 1902-0143
CONTRACTOR Keith Pearson RFCE1�Eo'
JOB LOCATION 4780 Jorgensen Road RAR ?0/9
Fort Pierce Florida Pe
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ITEM TESTED Compacted Foundation Fill for the Garage Pad
TEST LOCATION PEN DRY MAX. DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE COMPACTION
1. S.W. 011 - 1211 50+ 109.7 112.9 97.2
2. N:W. 50+ 108.6 96.2
3. Center 50+ 110.7 98.1
4. N.E. 50+ 112.5 99.6
5. S.E. 50+ 110.0 97.4
Soil Description:
Brown Sand 114.0 -
I I I I I
In Place Moisture: W I I I I I
7.1 Percent
E 113.0
Optimum Moisture: G
11.0 Percent H I
T 112.0 .._
M
_ ax. Dry Density: •
I
112.9 P.C.F. P I I I I I
C 111.0 — —••_
@ Test Locations The I I I I I
Density & Penetrometer F I I I I I
Readings Indicate the 110.0
Degree of Compaction Meets j
Minimum Required for D I I I I I
Unst�a�gg Foundation R
.• ,, y 109.0
u fitted: 8 9 10 11 12 13 14
�' Moisture-% of Dry Weight
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President
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asenrd@gmail.com
, "t Lucie
County Building Department
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yea„„ ►►• Ronald G. Keller, P.E.:37293/Sl Lic. No.:860 / Julie E. Keller, P.E.:68366