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A% 17 jN% AND TESTING
Phonei 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: February 5, 2021
KSM JOB #: 211013-1d/1M/jo
PERMIT#: 20120490
NUC# 234
CONTRACTOR: Wynne Development
Nuc Model: MC -DR
JOB LOCATION: 19 Rio Depalmas
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. N.W. 0" - 12" 42
102.9
106.4 96.7%
2. N.E. 48
106.1
99.7%
3. Center 43
103.4
97.2%
4. S.E. 42
102.8
96.6%
5. S.W. 46
104.6
98.3%
Soil Description:
108.0
Light Brown Sand
W
E I
I I I I I
In Plate Moisture:
G 107.0 �..—.�—..—�.—..—�.—..
�..—.. ..—...
I I I I I
5.1%
H I
T
I I I I
Proctor Optimum Moisture:
106.0 t••—
�— —j —(•— •J••—••-�••—•••
12.0%
P
I I I I
Proctor Max. Dry Density: P.C.F.
C
I I I I
106.4
105.0
..—.j ..—.I.—..—i.—..�.. ..�..—...
F
I I I I
@ Test Locations the Density &
I I I
Penetrometer readings indicate the
104.0
'
Degree of Compaction Meets
Minimum Requirement
R
for Staked Foundation
103.0
Respe fjAHy 6UIJrji;jed:
9
10 11 12 13 14 15
\
13Aii
Ey
♦♦`�ypN.
�♦Q... ...... �i
Digitally
Moisture - %of Dry Weight
Signed by
Disclaimer: Contractor is responsible to maintain
No. S 1439 = •„
Bryan E
the tested area in the condition that KSM
- " °" ""
Dahlke
completed the indicated passed compaction test.
i�O•. STATE OF
Date:
KSM is not responsible if the tested area has been
�'ci` •�toRtoP. �m�
2021 02 08
altered from the approved inspected condition.
��'�ss!aNA� �N♦` 10:55:13
Bryan E. DaWIkYY E.-05'00'
V.P. of Engineering
PE # 81439 2/8/2021
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