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ENGINEERI F
Mailing
PO Box 78-1377
11345 U.S. Highway 1
Sebastian, FL. 32958
ML &
01 sLYL
AND TESTIN9
Sebastian, FL. 3297891*111111-
Orlando
Phone: 772-589-0712
723 Progress Way
SOIL COMPACTION REPORT
C.A.# 5693
KSMengineering.net
Sanford, FL. 32771
ASTM D 1557 and ASTM D 2922
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
ITEM TESTED:
December 27, 2019
Wynne Development
39 SE Flamenco Way
Spanish Lakes I
Port St Lucie, Florida
Compacted Foundation Fill
KSM JOB #: 195218-1d/MH/jo
TEST LOCATION
PEN
DRY
MAX. DRY PERCENT
OF SAMPLE
DEPTH
READ
DENSITY
PROCTOR VALUE (P-C-F) COMPACTION
1. N. E.
011 - 12" 50
109.9
111.3 97.8%
2. S. E.
11
110.3
0 1 99.1%
3. Center
it
110.7
It 99.5%
4. N.W.
109.6
It 98.5%
5. S.W.
108.9
97.8%
113.0
W
E
Soil Description:
Brown Sand
G
112.0
H
T
In Place Moisture:
111.0
P
Optimum Moisture:
C
110.0
12.0%
F
Max. Dry Density: P.C.F.
111.3
109.0
@ Test Locations The
R
Density & Penetrometer
y
Readings Indicate the
108.0
Degree of Compaction Meets
9
10 .11 12 13 14 15
Minimum Required
Moisture - % of Dry Weight
for Staked Founclatio
Di�,clairner: Contract-)r is responsible to maintain
q
!jc, t0,,jr,(j .jrr2o In the condition that KSM
cornpieted the indicated passed compaction test,
w
KSN', is oca rosponsible if the tested area has been
pn EP; z
allered fron) tt)ppp arovicl inspected condition,
iR % in iJrf�,
81439
Email to: St Lutl6tuilding
12/30/2019
Department
Proudly Serving Florida since 1990