HomeMy WebLinkAboutcompaction testHeadquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
Tl C9 1 t ENGINEERING
1%L-3A L AND TESTING
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
DATE TESTED:
February 12, 2020
KSM JOB #:
200681-1d/MH/jo
PERMIT#:
1911-0550
NUC#
630
CONTRACTOR:
Wynne Development
Nuc Model:
MC-10R-P
JOB LOCATION:
13942 Encantardo
Nuc Serial #:
30630
Fairways
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.E.
0" -12" 50
11L6
117-.7
99.0%
2. S.E.
110.4
98.0%
3. Center
111.1
98.6%
4. N.W.
109.3
97.0%
5. S.W.
108.6
96.4%
Soil Description:
Brown Sand with Shell
Fragments
In Place Moisture:
5.3%
Proctor Optimum Moisture:
11.0%
Proctor Max. Dry Density: P.C.F.
112.7
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets_
Minimum Required
for Staked Foundation
Respectfully Submitted:
,,,��n�nnry rrr
'sv .. sFZ��.p:
W
E
G
H
T
P
C
F
D
R--
Y
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.
Email to: St Lucie Building Department
Proudly Serving Florida since 1990