HomeMy WebLinkAboutSOIL REPORT��1345 U S�,H�ghway 1* � ��� r �1� ENGINEERI �� �t.
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r c DATE TESTED Aanuaty13;2020 + ^ ` YKSM JOBTif Q0 7F8 id Hy o�'> !
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1 trfiPERMITii Y 210i0$3
- CONTRACi,OR e C VrSLLuue
Stte<Develop�rienf'_' SCANNED f
s (;JOB LOCATIOW9( h1313 LooeLP, ne D e �.` "St. Lucie Counts'
r Z e. /(r_Fort Pterce; Flondau^
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ITEMeTESTED Compacted.Fountlattonfill .5 ,
"y.: f - ,f
NEST COCATIONr b r y PEM" r, DRY. c PERCENTS r
f avrm t5 " DEPTHz
zOf SAMPLE G G r trte BREADDENSITY� {P,ROCTOR VALUE (P C fJCOWIPACTION
' T 104Y12> SOp s 12:4ti vy 116:4 c-cc— �4+966% v
sA1972-14
`6%p
} h3�Cenfer 114 4 a`, f'{r £98,3
r r4'riN E{�Z / rf .: �. 1� a F-� c•sti �t n:` % 'w _
s96
C tE o`cf� 1` yl
45iI Descriptio:c q`: y ^�3, Imo, �xl �71', .al'w �i'I 4 rl
Brown Cla edSand with �G 117
�ShelliFragmOW" r z s
r� sly 1 I f[ 11,
y PlacerMoistureT r Cs �! �h'
� 4i y,.y fx' � • 'L 1 f`ci:,. .- c'.Yi a.t-s ca I c (c �� � 1'� `.�S
C. 6 9%,. - r 1180� mii. - w• e t
P S t 1�;r Inc I rIY I I Q,
�Mimum Moisture:,,-',-., tl )�
} N n A r tr U
kl •` '!r\ ��,ti 115 q� c. {'• I� I, cot -�� a+..r al
• r'�`�Ma Dry,D ne site P CFI; C .4F `r-' 4 a TI �} al[ ,cl-. 1`%`'t�
" t•'*'@)TO-stiLdcatidnS�Th@,.-- r p V k j' v ; r c �' r
C. �R?c r•ji ifs, 1. rIr , I I LE
c Denstt :, Penetrometerr 5� s, r, 4
t
-In
' s. Readings indscatethe,
er •rK iy, e � {ic-.<:: c:�. ra J-;: r^' wa -mar .N^� <:+;..�'
}+ Degree ofUrnpacttomMeeU `+:8 ' 9 10 11F. -12f 113 14
E w dnt �R@41F14f,��
Wo+,u'> �I�d FE¢�r�d�Nq�,, * Moisture l� of DryfiWelght;
C CC
i4 � :'� £id �• r a 9 ,�i .� , Lc lF t., C•!t •C `T`: �' „ 1
j2e cd Disclaimer Contractor,is-responsible to maintain'
<-, 0 'thee tested urea in ,the condlVon that KSM
b -(r L 1.•��� , �, L _ A �:� f cf' -fix - 'R •:
completed the indicated passed compaction.testr,
K5M is not responsible if the tested area hasbeen_
s
saltered from the approved inspected condWon i'
�- PE #t .. EjOMAti:�',�•�'�•. `, s ( 1�`Y• c. ,. F. c;� t �: :, c n� _ i
t Em�atl�to �Sttuae Site bevel opmentiGstsdewnc@aoi coin`' r F,
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Proudly $ervmg Florida slot"e3990;
Headquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
January.21, 2020
C! 1 9 ENGINES ���1G
&y.1�aVL AND TESTI4G
CONTRACTOR: St. Lucie Site Development LLC
PO Box 1132
Ft. Pierce, FL 34954
JOB LOCATION: 1313 Lone Pine Drive
Ft. Pierce, Florida
PERMIT #: 1910-0530
To Whom it may concern,
As requested, we tested the compacted fill for the house pad.
ILf>'0— (X�Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone:772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB # : 200178-2d/DJ/ct
111�cot F'
✓qiV
To determine if the fill was properly compacted on the pad to a depth of 3 feet, we performed nuclear density
tests on the top two feet. To estimate the soil density below a depth of 2 feet we used a Static Cone
Penetrometer. During the tests, a shaft with a conical point is pushed through soil and the soil resistance
measured on a calibrated gauge. After the soil resistance is measured, the hole is advanced with a hand -auger in
1-foot increments to permit a continuation of measurement of density versus depth.
Test Results:
Nuclear density tests performed on the top 2 feet indicates the compaction exceeds the project specifications of
95% (ASTM 1557). Static Cone Penetrometer readings indicate the compacted backfill below 2 feet are generally
well compacted to a depth of 3 feet.
Based on the nuclear density tests and Static Cone Penetrometer readings, it appears the fill on the house pad
was properly compacted.
Should you have any question, please feel free to contact our office.
Respectfully,
0
Proudly Serving Florida since 1990
Headquarters
1 11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
DATE TESTED:
PERMIT#:
CONTRACTOR:
JOB LOCATION:
�� VA AND TE�G
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
January 20, 2020
1910-0530
St. Lucie Site Devlopement
1313 Lone Pine Drive
Ft. Pierce, Florida
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone:772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB #: 200178-2d/DJ/ct
IL
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ITEM TESTED:
Compacted Foundation Fill
TEST LOCATION
DEPTH PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY
PROCTOR VALUE (P.C.F)
COMPACTION
1. N.E.
12" - 24" 40
112.5
116.4
96.6%
2. S.E.
It 37
113.0
97.1%
3. Center
it40+
112.6
96.7%
Soil Description:
Brown Clayed Sand
with Shell Fragments
In Place Moisture:
10.4%
Optimum Moisture:
11.0%
Max. Dry Density: P.C.F.
116.4
@'Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of.Compaction Meets
Minimum Required
for Staked Foundation
I.:... --
117.0
I
W
I
I I I I
E
H116.0
j-.._.'_.._.I.
.'._i._ .i.._..1.._..
T
I
I I I I
P
I I I I I
O
115.0 �••—•'—
'
I I I I I I
F
114.0 T-..—•
_.._.I._.._l._..J.._.. .._..J
D
I I I I I
R
Y
``
113.0+-.._.;_.._.;._.._;._..-i.._..T.._..;
.
I I I I I I
8
9 10 11 12 13 14
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.
Proudly Serving Florida since 1990