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DATE TESTED:
PERMIT M
CONTRACTOR:
JOB LOCATION:
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
December 27, 2019
400703
Wynne Development
9 SE Jasmine Lane
Spanish Lakes 1
Port St Lucie, Florida
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering net
KSM JOB #: 195217-1d/MH/jo
SCANNED
BY
St. Lucie County
ITEM TESTED:
Compacted Foundation Fill
TEST LOCATION
PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ
DENSITY
PROCTOR VALUE (P.C.F)
COMPACTION
1. S.W.
0"-12" 50
106.9
111.3
96.0%
2. N.W.
,.
107.3
96.4%
3. Center
108.0
97.0%
4. S.E.
107.4
96.5%
S. N.E.
108.7
97.7%
113.0 1
W
E
I
I I I I I
Soil Description:
l
I
I I I I I
Brown Sand
G
112.0 1—
I I I I I
H
I
I I I I
T
I
In Place Moisture:
I
I I I I
10.0%
Optimum Moisture:
12.0%
C
I
110.0
I I I I
F
Max. Dry Density: P.C.F.
I
I I I I I
0
1090
@ Test Locations The
R
Density & Penetrometer
Y
I
I
Readings Indicate the
108.0
•— 1— •—)—••—I•—"—I"—"'I"—"�
Degree of Compaction Meets
9
10 11 12 13 14 15
Minimum Required
Moisture - % of Dry Weight
for Staked Foundation
`tittlta n urrr
'
�spe
m sponsible to maintain
'i
` •t;- ^"
th,. tc,tcd are. in the condition that KSM
��
in(-ipiPtPd IhP indicated passed compaction test.
0.8 9` =
it
xSr4i _ not trspnnsiblc it the tested area has been
`- =
V• ,�lidhl�C� P.� �,
,{lt Pf r.fl from tht• approved inspected condition.
'K.$#g ,.12/30/2019
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