HomeMy WebLinkAboutCompaction test• ATdqT MaW
'�O v irJOKER7
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11345 U.S. Highway 1
• PO Box 78-1377
Sebastian, FL. 32958•
A% LI AN
DJESTI
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Sebastian, FL. 32978
• Orlando
hone: 772-589-0712
723 Progress Way
• SOIL COMPACTION REPORT,*
• C.A.# 5693
;PsMengineering.net
Sanford, F10327710
ASTM D 1557 and ASTM D 6938
DATE TESTED:
July 17, 2020
KSM JOB #: 203280-1d/ CH/'o
PERMIT #:
2 05-011
NUC 417
CONTRACTOR:
Wynne Development
uc Mo el: 3500%
f
JOB LOCATION:
71 MelitIrran- BA E.
N• S*e r i #: 3417
Spanish Lakes 1
Port St Luice Florida
• ITEMCompacted
Foundation Fil
ST LOCATION
�EOF
PEN 0 DRY 9 1MAX. DRY PERCENT
DEPTH* •
•OR •
AMPLE
EA • DENSITY
VALUE (P. COMPACTION
1. S.W• — 0" - 12" _ 45 • 108.4
111.7 097.0% •
2. N.W.
•" 47 108.8
•"• •97.4%
3. Center
40 107.9
96.6%
4. S.E.
•" 42 108.1
096.8%
5. N.E.
•" 45 108.5
097.1%
Soil De scrip io �:
BV g Said
In Place Moisture:
9.0% —
Proctor Optimum Moisture:
12.0%
Proctor Max. Dry Densit : P.C.F.
111.7
aMMNS
@�st Locations t e Density
Penetrometer readings indicate e
Degre of Co paction Meets
Minim Relruirement
for Staked Foundation
Respectfully Submitte��
• `.
" * 0
ENS
o° j�� :U
° �1/
`ORja�
V.P. of Engineering —
PE # 81439 4j/20/2020
Email to: St Lucie Bui ing Department
Prouclly e� rving F1'hda s�1990
113.0
*we • I• �I I •I•
E I .
/•I •I• I••I• I•
GI(112.0 —..—.i_..—.i.—.._.................
H �• I •I• I �I•
T I• •.•
c I••I • I••I•�I•• I •
F i• I I• I •,l • I •
D%109.0 --..—.—..—.I.—.._r.—..�.._..*..—...
R• �� I •I, I ,I
Y108.0
•I••I• I••I • I•
900,049 11 4120 13 • 14S15
raimer:
is Pre o VVeiag t
•Disc Contractor is responsible to maintain
•thutested area in hetondition that KSM
completed the indica d passed compaction test.
•KSM is not responsible if the tested area has been
*a "Id apdidisic4c