HomeMy WebLinkAbout203611-2d Signed40 HeTdgTFarters
11345 U.S. Highway 1
4PSebastian, FL. 3295810
400rlando 41 40
723 Progress Way
*Sanford, FL. 327710
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CONTRACTOR:
1.t EN6INEERIN�y
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Crist Construction
4365 Gator Trace Lane
Fort Pierce, Florida
JOLOC" 4535 S. In 'an River D�i�g
ForlPi�, lo= �
PERMIT #: 2004-0123
Mailing
�PO Box 78-13770
Se astian, FL. 329780
QLPhone: 772-589-07124p
yC.A.# 5693
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ft 41 0
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To Whom it may concern,
Enclosed, please find the nuclear density test results performed on the detached garage at the above referenced
project. 0 M
Should you have any question, please feel free to contact our office.
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PE # 68366 00 0 08/13/200
Email to: St Lucie Building Department; jimcrst@yahoo.com
Proud y Serving Florida since 1990
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11345 U.S. Highway 1
*Sebastian, FL. 329580
6 Orlando
723 Progress Way
*Sanford, F0327710
DATE TESTED:
TI -M
4000NTRACTOR:
1 t' ENGINEERING Ma�i'7n77
PO Box 78-13770
��'i7 AV&%N D TESTING s�astian, FL.58 32978•
ho&e,,: 772-589-0712
SOIL COMPACTION REPORT C.A.# 5693
A TMD 1557 and ASTM 6 8 KSMengineering.net
0 10 A"
August 12, 2020
20123_
Crist Co0st0 .0
KSM JOB # : 203611-2d/DJ/jo
• PC
NV Mo eel: OMC -1 Elii"e
*JOB LO TI 4535 S. Indian River Drive Serial #: 3"
Fort Pierce, Florida
ITEM TESTED: Compacted Foundation Fill - Detached Garage
TEST LOCATION 11=11i
DEPTH PEN* •DRY• — MAX. DRY _ OPERCENi
OF SAMPLE SIREAD DENSITY PROCTOR VALUE (P.C.F.) COMPACTION
01. South
011-1211 37
103.4 105.8
02. Center
40
104.1 41"110
North
37
1_ i,
•
estlcriptiV
�G a S d
40In Place Moisture:
,m6.2
WProctor Optimum Moisture:
012.094
ProctoD9 : &C6.
105.8
@ Test Locations the Density & •
Penetrometer reading indicate the
ODegree of Compaction Meets
OMinimum Requirement
97.7%
98.4%
97.4%
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Disclaimer: Contractor is responsible to maintain
the tested area in0hetondition that KSM
completed the indicated passed compaction test.
KSM is not responsible if the tested area has been
e.lulie E. Keller, P.E. ad from tl- apoy�d'specjd cn.
President •• iiiiij
OPE # 68366 8/13/2020 -
Proudly Serving Florida since 1990
a
HeTdgWrters
11345 U.S. Highway 1
Sebastian, FL. 329580
Orlando 1
723 Progress Way
Sanford, FL. 32771
DATE TESTED:
PERMIT #:
CONTRACTOR:
J�ATIOV
%^&V 1 OWNGINEERING.
JL%%QWL'vANDJESTING.
SOIL COMPACTION REPORT
ASTM D 1557
August 12 2020
2004-0123
Crist Construction
4535 S. In ian ver"rive
Fort Pierce, Florida
MYin11
PO Box 78-1377
Sebastian, FL. 32978
Pho e: 772-589-0712
C.A.# 5693
OKSMengineering.net
I<SM JOB # : 203611-2d DJ/j�
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% q q 10 11 1 f % 0 1
ois "is -o of Dry Weight
SoilDescri tp ion:
Gray Sand �
Proctor Optimum Moisture:
12.0% 0 0
Prct�•. C.F.
1054
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Julie E. Keller, P.E.
President
PE# 68366 8/13/2020
Pr
dly WX FlAcItsiAR1990