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UP C Sk t ENGINEERING
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11345 U.S. Highway 1
PO Box 78-1377
Sebastian, FL. 32958
A% &J JIVL AND TESTING
Sebastian, FL. 3278
Olando
Phone: 772589-0712
723 Progress Way
SOIL COMPACTION REPORT
C.A.# 5693
Sanford, FL. 32771
ASTM D 1557 and ASTM D 6938
KSMengineering.net
DATE TESTED:
August 17, 2020 KSM
JOB #: 203892-2d/SH/jo
PERMIT#:
2005-0468
NUC# 528
CONTRACTOR:
R & E Loader Service Nuc
Model: MC-IDR-P
JOB LOCATION:
5417 Cassia Drive Nuc Serial #: MD049528
Fort Pierce, Florida
ITEM TESTED: Detached Building Pad
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1. N.E. 0" - 12" 40 110.0 113.0 97.3%
2. Center 42 111.9 99.0%
3. S.W. 41 111.0 98.2%
Soil Description:
Brown Sand with Shell
Fragments
In Place Moisture:
9.0%
Proctor Optimum Moisture:
11.0%
Proctor Max. Dry Density: P.C.F.
113.0
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
Minimum Requirement
for Unstaked Foundation
Respectfully Submitted:
114.0 -
w
E
H 1130 1 .._.I.—..—..J.._..1..—...
r I I I I I
T
P
i I I I I
112.0 j—••—•I_ I I I
i I I I I I
F
r i i i i i
D
R
Y110.0
I I I I I
8 9 10 11 12 13 14
`` � , ❑ ������ Moisture - % of Dry Weight
` �P'• ` Ng �� Disclaimer: Contractor is responsible to maintain
Q`• y the tested area in the condition that KSM
g14 fr r completed the indicated passed compaction test.
S? E it,KSM is not responsible if the tested area has been
altered from the approved inspected condition.
BryekH.rildhike`�: .
V.P. of Engineering
PE # 81439 8/18/2020
Email to: mcarthuresther@bellsouth.net
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