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11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
DATE TESTED:
PERMIT #:
Tl C-1 Aff ENGINEERING PO Box 78-1'377
Sebastian, FL. 32978
A%L-2AV& AND TESTING Phone: 772589-0712
SOIL COMPACTION REPORT C.A.# 5693
ASTM D 1557 and ASTM D 6938 KSMengineering.net
September 4, 2020 KSM JOB #: 204305-1d/CF/jo
2003-0664
NUC# 234
CONTRACTOR: Wynne Development
JOB LOCATION: 69 Mediterranean Blvd E.
Spanish Lakes 1
Port St. Lucie, Florida
ITEM TESTED: Compacted Foundation Fill
Nuc Model: MC -DR
Nuc Serial #: MD60308234
TEST LOCATION
PEN DRY
MAX. DRY PERCENT
OF SAMPLE DEPTH
READ DENSITY
PROCTOR VALUE (P.C.F) COMPACTION
1. S.E. 0" -12"
50+ 1.08.9
113.8 9-5 7%
2. S.W.
111.8
98.2%
3. Center
110.7
97.3%
4. N.W. „
" 110.1
96.7%
S. N.E.
109.4
96.1%
Soil Description:
115.0
Dark Brown Sand with
W
some Clay
E
I I I I I
I I
In Place Moisture:
G 114.0 4—..—.—..—
— —I — — I —
I I I I
10.5%
H I
T
I I I I I
Proctor Optimum Moisture:
113.0 t
I — —..—I..—.. ..—..J..—.
11.0%
P
I
I I I I I
Proctor Max. Dry Density: P.C.F.
C
I I I I I
113.8
112.0
..—.j ..—.I.—..—I.—..�..— .4-..—...
@ Test Locations the Density &
I I I I I
Penetrometer readings indicate the
111.0
— j— •—T—t'—"�"—`t"—"'
Degree of Compaction Meets
I
Minimum Requirement
R
I I I I I
y
I ! I
for Staked Foundation_
110.0
__
..—.;—..—.,.—.. ,. .--i..—..T..—..,
Respegikillylthid"rIld:
8
9 10 11 12 13 14
.N
Digitally
+
Moisture - %of Dry Weight
;_
signed b
g y
Z No. 81439
Disclaimer: Contractor is responsible to maintain
Bryan E
the tested area in the condition that KSM
Dahlke
completed the indicated passed compaction test.
".., °....
'r�Q�`. STATE OF ((�� mP Date:
KSM is not responsible if the tested area has been
.!�ZORtOP.•' ����
altered from the approved inspected condition.
"////'ONAL
2020.09.0$
\�`'
tV
10:43:41
Bryan E. Dahlke, P.E.
-04,00,
V.P. of Engineering
PE # 81439 9/8/2020
Email to: St Lucie Building Department
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