HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTHeadquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
April 27, 2021
2103-0441
Edd Wicks Land Clearing
5209 Pine Tree Drive
Ft. Pierce, Florida
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB #: 213156-1d/CF/ah
NUC # 234
Nuc Model: MC -DR
Nuc Serial #: MD60308234
ITEM TESTED: Compacted Foundation Fill
TEST LOCATION
PEN
DRY MAX. DRY PERCENT
DEPTH
OF SAMPLE
READ DENSITY
PROCTOR VALUE (P.C.F) COMPACTION
1. S.E. 0" - 12"
50+
109.8 112.7 97.4%
2. S.W.
110.5 98.0%
3. Center
110.5 98.0%
4. N.W.
109.6 97.2%
5. N.E.
110.9 98.4%
Soil Description:
113.0 -
I I I I I
W
I
Bown Sand with Clay
E
I I I I
i
112.0 a—..—.—..— �.—..—� . �..—.. —..'
In Place Moisture:
I I I I I
8.1%
H
I I I I
T
Proctor Optimum Moisture:
111.0 �— — ?— — — —I — • —I • • — • • -I- • • —
12.0%
P
I I I I I
Proctor Max. Dry Density: P.C.F.
c
110.0—..—.I—..— .—..—L.—..�..—..�..—..:
112.7
F
I I I I I
@ Test Locations the Density &
I I I I I
Penetrometer readings indicate the
109.0 —
Degree of Compaction Meets
R
I I I I I
Minimum Requirement
y
( I I I I
for Unstaked Foundation
108.0
Respectfully Submitted:
8 9 10 11 12 13 14
Digitally
signed by
Moisture - % of Dry Weight
mna=e°°°.,.«,°11F1=,g°-11
Bryan E
Disclaimer: Contractor is responsible to maintain
a°`° "°""°`8139
ne........d��e°°,.,e�ne�g�,,�°e
Dahlke
the tested area in the condition that KSM
".,.I°°,=a°°
com�I ednp°edl .��aaa�da«e°°
Date:
completed the indicated passed compaction test.
°1fB m =rb°°a
KSM is not responsible if the tested area has been
2021.04.28
altered from the approved inspected condition.
13:47:12
—04'00'
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE # 81439 4/28/2021
Email to: St. Lucie County Building Department; ewlandclearing89@gmail.com
Proudly Serving Florida since 1990