HomeMy WebLinkAboutCompaction test•Headquarters g y � E IN ERING• ailing
11345 U.S. Highway 1FM5% I PO Box 78-1377
Sebastian, FL. 32958 IL
AND TESTING Sebastian, FL. 32978'
Orlando Phone: 772-589-0712
*�23 Progress Way* M SOIL COMPACTION REPORT. ft C.A.# 5693,
Sanford, FLO32771 ASTM D 1557 and ASTM D 6938 KSMengineering.net
4D ft — � 0
O
Au ust 4 2020 203612/DJ/joe
PERMIT #: 2007-0119 %NUC # 404
CONTRACTOR: 4 Adams Homes Nuc Model: MCMC -1 Elite
1OB LOCATION: 5456 Lugo Stree� Nuc Serial #. 314041
*Lot 1, Blk 1, Waterstone
OFort Pierce, Florida
ITEM TESTED: Compacted Foundation Fill
TEST LOCATIE DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLREAD *DENSITY PROCTOR VALUE (P.C.F) COMPACTION
01. N.E 0" - 12" _ 40+ _111.4 114.30 — 097.5%0 -
02. S. E. I I
" 110.7 96.9%0
f5. Cente� "• 112.3, 98.3%*
. S.W. < 109.9 96.2%0
N. W. 111.70 97.7%e
Soil Description:_ 115.0
OTan Sand with Clay and* OE
Shell�ragments i I I I • I
In Place ist r 114.0 —• —I. _l._. J.._.. -L.._...
9.3% •H �r •I��I•�I� 40! �
T
Proctor Optimum Moisture: 0 I 0 0 1 1 1
011.0%0 OP OI I O 1
113.0 �— —
Procto� D� D ty: PC i. _ ..� i . _ .. .. _ _ .. .
dkl 14.3
O�
@ Test Locations the Density & ,
112.0 1_.._.I._.._L._..J.._..1.._...
Penetrometer readings indicate t e 1— I 1 •
Degree of Compaction Meets D I
OR 1 010 1 01 1 0 0 1
Minimum Requirement* •y We 0 10 elm 10 01 0
f Staked Foundation 1 1.0
`spectfujlX Subm;;t�d: : % 10 11 1 `314
A^' J�,�E CEIVSE���'•,� • Moisture - °•o Weight
•ti=::�'- •F:•. :n, Disclaimer: Contractor is responsible to maintain
No. 68366 � theested area in the condition that KSM
•.; completed the indicated passed compaction test.
y'•STATE OF ' 2' ' KSM is not responsible if the tested area has been
.(� •• !� 1
ORIDPaltered from the approved inspected condition.
.�• � J
L
JUlie F.'Keller; -P.'t
rICe'IIEr;'P.t
President
PE # 68366 • 08/5/2020 0 0
Email to: St Lucie Building Department; rick.johnson@adamshomes.com
m e � *Proudly Serving Florida since 199