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TP C4'1 S
ENGINEERING
Mailing
11345 U.S. Highway 1
PO Box 78-1377
Sebastian, FL.32958
A%LJi�
AND TESTING
Sebastian, FL.58 32978
Orlando
-0712
Phone: 772-589-0712
723 Progress Way
SOIL COMPACTION REPORT
C.A.# 5693
Sanford, FL. 32771
ASTM D 1557 and ASTM D 6938
KSMengineering.net
DATE TESTED:
October 6, 2020
KSM JOB
#: 204949-1d/CF/jo
PERMIT #: 2007-0719
NUC # 234
CONTRACTOR:
Wynne Development
Nuc Model:
MC -DR
JOB LOCATION:
6 Sierra Del Norte
Nuc Serial #:
MD60308234
Country Club Village
Fort Pierce, Florida
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" 40
107.1
110.7
96.7%
2. S.W.
40
109.8
99.2%
3. Center
40
109.5
98.9%
4. N.W.
40
107.8
97.4%
5. N.E.
IF 40
106.7
96.4%
Soil Description:
Brown Sand
In Place Moisture:
10.2%
Proctor Optimum Moisture:
12.0%
Proctor Max. Dry Density: P.C.F.
110.7
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
Minimum Requirement
for Staked Foundation
RespeFtfu tl y 5d bm fitted:
No. 81439
�Q. •• STATE OF . (Ar ,a,.�...,,...vo,.
onto
'���Sis��NAI. ENS``•
Bryan E. Dahl e, P.E.
V.P. of Engineering
PE # 81439 10/7/2020
Email to: St Lucie Building Department
W
E
I
G
H
T
P
C
F
D
R
y
Digitally
signed by
Bryan E
Dahlke
Date:
2020.10.07
10:37:44
I
I
I
I
I
12
13
14
15
Moisture - % of Dry Weight
Disclaimer: Contractor is responsible to maintain
the tested area in the condition that KSM
completed the indicated passed compaction test.
KSM is not responsible if the tested area has been
altered from the approved inspected condition.
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