HomeMy WebLinkAboutCompaction TestHeadquarters W 9
11345 U.S. Highway 1
OSebastian, FL. 3295810
,Orlandoi
723 Progress Way
q*Sa4d, FL0327710
� 110
July 30, 2020
1i
CONTRACTOR:
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J4a L
PERMIT #:
WE ENGINE EAINGy
i1 �71tli AND TESTING
. 0119 • • • •
Habitat For Humanity - St Lucie County
702 S. 6th Street,
Fort Pierce, Florida
5715 Palm Drive
Fort Pierce, Florida
To Whom it may concern,
ss re d, we ies'fed th REmpERR d fill folthl rpR.
_ Mailing,
PaPO Box 78-1377
stian, FL. 329780
,Phone: 772-589-0712
011i OC.A.# 56939
j_ agi &ng. jet1*
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KS� : 203498-1d/DJ/'o
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 feefeTo 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 deptho
Test ResuTfs:
Nuclear density to is performed on the top 2 feet indicates the compaction exceeds the project specifications of
95% (ASTM 1557 . tatic Cone Penetrometer readings indicate the compacted backfill below 2 feet are generallyAh
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 ques ion, pea�1 se feel free o con ac our o ice.
Respectfully,
•''•W1111/1f40
E. K
.
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IIN . fit336:fi
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• }�STATE
Pre,iJ NAI. ��1,,,,,•
Pl` # 6$366.: . • '''� 07/30 20
Email to: joseph@stluciehabitat.org"
Proudly Serving Florida since 1990
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HeadglFarters 0
'11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando* M
0723 Progress Way
eSanford, FL«i277?
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N
E TESTED:
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COITRICTIP
*JOB LOCAj0j
ITEM TESTED:
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. ENGINEERTN
1 /iLANDJESTING
ASOIL COMPACTION REPORT*
ASTM D 1557 and ASTM D 6938
%July 28, 2020
Ha stat for Humanity- t LucieV
05715 Pal Driv�
F rt PiergIl ri a
Compacted Foundation Fill
ai ing
A PO Box 78-1377
Sebastian, FL. 32978
hone: 772-589-0712
C.A.# 5693
KSMengineering.net
K;ONUC
OB #:
#
Nuc Model:
Nut
IsAI #:
203498-1d DJ/jif
404
MC -1 Elite
3104 40
TEST LOCATION DEPTH PEN DRY • MAX. DRY 0 0 PERCENT
0OF SAMPLED READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1
1. S.E. %01-11 40+ 117.6 118.0 99.6% -
2. S.W. 40-- 115.0, 97.4%0
03. Center • " 404- 115.8 98.1%o
04. N.W. 12' - 24 40+ 114.90 97.3%
05. N. E. : 40+ 115.40 97.7%
OS 1 DeRcriptig: 119.0 - 010 1 01 1 0 1
�T Sand with traces of E -
Shell Fragment / I I 010 1 1 10 0 1
In Place Moisture: G 1 0A
0
11.3%— H 118.0 _.1_.._.I._. _ J.._..1.._...
T 0I0 I 1 I•• 1
roc or Op imum ois ure: I I I , •
011.0% P 010 1 0I 1 0 1
117.0 J—.._..
_ T-—
Proctor Max. Dr Density: P.C.F. C I
118.1 1 1 01 101
�est Locations tf"ie Den I , 0 I • , I • I • I •
1_.._.I._.._l._..J.._.. _...
Pietrometer readings indicate the 1 6.0 I— — I I I I
D�'gree of Compaction is D I000 1001
Minimum Re uirement� R I 110
I� I �I
Requirement Y
for Unstaked Foundation 11* 0 1 0 0 1 0
115.0+-.._.;_.._.._.._r._..�.._..T.._..,�
Res ectfully Submitted 41 8 �9� 10� OI 1 1213 14
Toils PureP o cf Dry Weight • • —
Dis
��. ��E E• fCE �,, c aimer: Contractor is responsible to maintain
�� J • •••"••• •�,( �' the�ested area in th condition hat KSM
�o c�'•: completed the indicated p ssed compaction test.
•KSM is not responsible if the tested area has been
1. 6836
_,. alteredjoj tIj approved i�p�ted coition.
J Ch1 a (r.� �`��1� ;•'�
Pr - 'ANG
PE # 683`66' Al.• � ''7/3—
Email to: joseph@stucl iehabitat.org
*P-dpServin ori a since 19900