HomeMy WebLinkAboutcompaction testHeadquarters . �60
IL,f ENGINEERING Mailing,
11345 U.S. Highway 1 ' �PO Box 78-1377
*Sebastian, F� 958 0/A JNDJESTING e astian, FL. 32978:
Orlando hone: 772-589-0712
723 Progress Way SOIL COMPACTION REPORT M OC.A.# 5693
.Sanford, F1.43277141 ASTM D 1557 and ASTM D A 4SUgineering4t
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5 DATE TESTED: August 11, 2020 KSM JOB #: 203757-1d/DJ/-o
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COITPACTOPaC rter's CMon cre Pe fulc Po". MC -1 Elite
JOB LOCATION: 5519 Pinetree Drive NucSerial #: 3� 1404
F= Pie Florida �
OITEM LET: — CMmpaTted Foun at on Fill - A ition
TEST LOCATION DE- PEN 0 DRY IMAX. DRY . • . PERCENT9
40OF SAMPLE READ DENSIT% PROCTOR VALUE (P.C.F) COMPACTION
1. S.W. 0" -1211 38 108.9 110.4 98.6%
02. Center 4 36* 107.20 097.1%0
403. N. E. - 380 108.54 098.39/.*
*Soil Description:
Tan Sand with traces of
Clay and Shell Fragments
In Place Moisture:
7.4%
Proato�A m r d:e:
Proctor Max. Dry Density: P.C.F.
110.4 0
OT, Os i y t Loca ions ROD &�
OPerTetrometer readings indicat tho
Degree of Compaction Mee W1
WMinimum Requirement
or Staked Foundation
Respectfully Submitted:
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*Moisture
Disclaig"PPRCRAt
- % of Dry Wei ht
., sible 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 inspect: condition 01
Jul , . a4t .,. • j� �
resident
PE 6'8366=� 98/12/2020
�E c co re @ il.com
Proudl Serving Florida since 1990