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Tl C 1
t ENGINEERING
Mailing
U.S- Highway 1
PO
Sebastian, FL. 32958 Sebastian, FL. 32978
.32978
17i�/i AND TESTING
Orlando
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: March 11, 2020
KSM JOB #:
201202-1d/MH/jo
PERMIT#: 20010635
NUC#
630
CONTRACTOR: Wynne Builders
Nuc Model:
MC-10R-P
JOB LOCATION: 9 Tosca
Nuc Serial #:
30630
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" 50 _
105.9 110.9
95.5%
2. S.W.
106.3
95.9%
3. Center
107.5
96.9%
4. N.E.
108.1
97.5%
5. N.W.
107.1
96.6%
Soil Description:
112.0
Brown Sand with traces of
E
I I I I
I
Shell Fragments
I
In Place Moisture: C
111.0 a— --- I-
I I I
— - - • —
I
3.1% H
I
T
I I I I
I
Proctor Optimum Moisture:
1100 I_,.— ,—„—I„—.. I,.—..
I „—, ..
12.0% P
I
Proctor Max. Dry Density: P.C.F. C
I I I I I
I
110.9
109.0 �..—.l ..—.I.—..—G.—..�..
..�..—...
F
I I I
I
@ Test Locations the Density &
I I I I
I
Penetrometer readings indicate the
108-0
Degree of Compaction Meets D
I
Minimum Required R
I I I I I
I I I I
I
for Staked Foundation
107.0
9 10 11 12 13
14 15
Respectfully Submitted:
Moisture - % of Dry Weight
••``��\E E' K���''•, Disclaimer: Contractor is responsible to maintain
�•� )J;'�10ENS..iC,p the tested area in the condition that KSM
completed the indicated passed compaction test.
66 KSM is not responsible if the tested area has been
altered from the approved inspected condition.
Q_
P est� ��� .•`
PE # 6&60". 3/12/2020
Email to: St Lucie Building Department
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