HomeMy WebLinkAboutCOMPACTION TESTHeadquarters
11345 U.S. Highway 1
*Sebastian, FL. 329580
Orlando
723 Progress Way
*Sanford, FLO327710
V SIVAJO AND TESTINr
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
D T TED:
May 19,, 2020
PERMIT #:
2003-0659-0659
CONTRACTOR:
Wynne Development
JOB LOCATION:
14399 Isla Flores Avenue
Spanish Lakes Fairways
Fort Pierce, Florida
Mailing
APO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
_ C.A.# 5693
KSMengineering.net
SLC M JOB #: 2022"/J/jo
NUC ## 630
Nuc Model: MC-10R-P
Nuc Serial #: 30630
ITEM TESTED:
Compacted Foundation Fill
EST LOCATION
EST
DEPTH
PEN
DRY MAX. DRY
PERCENT
SAMPLE
READ
DENSITY9 PROCTOR VALUE (P.C.F) COMPACTION
01.
N.E.
0" - 12"-45— 110.4 112.9
097.8%0
2.
S.E.
040
111.20
098.5%0
3.
Center
"
45
112.140 "
099.3%0
4.
S.W.0
W"
50
110.6
98.0%
5.
N.WV
50
111.5*
98.8%
Soil Description:
Brown Sand
*In PI
dhL11.6%�
Proctor Optimum Moisture:
11.0%A
ePi#j
DV :4.C.F.
1
'@ Test Locations • Density &
Penetrometer readings indicate the
0Degree of Compaction Meets
Minimum Requirement
for Staked Foundation
4spitfully Sub 6it4d:
flop
E
114.0 -
W
�E
I � .
G 113.0 a--.._.i—.._._.._�.—..i..—.. i ..—...
' H
T 1
2.0 �j
11..1..�...
P • I • I �I '
9C M�,I I•
111.0�..—...
�F
11 .0_..—.�.—..—f.—..y..—..t.._...
/R �011o0100100100 1 0
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 tt Lucie Building Department M 0 0_
Proudly Serving Florida since 1990