HomeMy WebLinkAboutSoil Compaction ReportHeadquarters
- 1 11 1
11
3 4 1 5 :U.S - . Highway 1:
,I
Sebasban,'FL - .32958
Orlando
723 P*rbw wai
Sanford, FL. 327Z1
JanuarV 27, 2021
r
KSMepginqe , ni g - net
_KSM JOB,#: 2003994d/DJ/cV
CONTRACTOR: 1pi.Trucking St Land Clearing
12370 Piper Cub Terrace
F Pd rt'St. UUcle,.Floricla 14987
JOB LOCATION: .23519; Bro&smiith-Rdacl. c,
ForVLierce, Florida
1912-0107
To Whom.it may concern,.
As requested, we tested the compacted fill forthe'hbuse Pad.
To,determine If I the fill was properly compacted,onihe pad'to a depth of 4 feet, we performed nuclear density
tests on the top two feet. To estimate the soil - density bOlwW a rdepth of 2 feet we used'a St6tIc-:Coqe,,
Penetromet' "haft and",t�he, Sol , I , �tb *St
Penetrometer :During the tests, a s with a conical,point 'Is pushed through soil sli ance
measured on a-callbrated gauge. After thesoil resistance is measured, the hole is advanced'with 6 hdhd-a Tr in,
1-foot increments to'permit a,continuatio-n of measurement,of density versus depth.
Test Results:
Nuclear density tests performed on the top 2 feet indicates the compaction exceeds -the prcijectspeciiicaticini`s of
,95%'(ASiM 1557). R compacted backfill below 2'fee tar�egenera y,y�
ati�c.Cone Penetrometer readings indicate the pw c m
well compiictedAq, a depth of 4-feet.
Based on the nuclear density tests and Static Cone Penetrometer read ln9sjt appears the fill on the 2h6us " 6 pa - d. I
Was properly compacted.
`ShoOld you have any question, please feel free to contact our office.
'Respe
0.814
j:
EOF
•4 o R j
n B e, b.E.
ViP. of Engineering
PE # 81439 61/27/20
Email to: ,peterpj64@yahoo.com; St, Lucie County Buildling Department
Proudly Servini,Fldrida since,1990
11345 lJ S rHighwayl��
I;MIAWAND. TESTING . Sebastian; FL`32978
Orlando ; '
Phone t722-SB9-0712
723 rog Press Way;
SOIL COMPACTION REPORT C A # 5693,4
Sanford,K 13277,1
4STMp:isSTandASTMD;2922 KSMengineenn`gfiletG
DATE TESTED:
January. 24, 20,2Q „ KSM JOB ti 200399 1d/DJ/cv
PERMIT #:
1912-0107'
'
CONTRACTOR:'
c
PJ, Trucking'&EWndClearing
'JOB LQCATION
2351 S, Brocksniith Road ;
i
Fort Pierce; F,loriila
ITEMTESTEM
Compactetl:Eoundatioe;Fill,"for theHousb:06d'
:.
.a TEST LOCATION -
- - PEN: MAX DRY PERCENT
UPSAM,PLE
"DRY
DEP_Ttt READ DENSITY PROCTOR UALUE (P C,F) r tCOMPACTION r L
1st Lift
°
1, N E
0 :1' 40+' 107:2 1093
•
2. S.E. -
n u: ri,..
.. u c'"
' 96 5%,
.
3: `Center
y105.5`. ,
a' "' 105,7
2nd Lift
a...
4 S Nf;
1' - 2' 40+. 407'6 _ 1093
5, N.W.37
405.4 y96y4%�a
6.. Center
40+. 1049 "
.
Sr
- „
110s0
Soil Description:
W
Brown andTanSand
E
f Place Molsture:
12.1%
H.
F T 108.0!;
_
i
=
Optimum'Moisture:
r p
I I I I_ 1 r �i+z'
10Zi0 1_
�..
`hAax. Dry Densityd-P.C.F:
1aso _._11
FF
@ Test`Locatiohs The
Y C
'
Density &Penetrometer
106,0 i—
Readings Indicatethe
„.R
of Mee„_
Y 1040 ..�;: _.I_,..
'
Minimum .1- u" redDegree
t, " 8 9, 10 11 °-.12
Moisture 316 of Dty Weighs `
'IRespectfully;5ubmitted:
Disclaimer..Coritractor,is responsible to mal- inX '
'
the 'tested areain the condition thatKSM
Bryan E.bahlke, P.E.
completed the indicated passed co -'
V:P.=of Engineering
KSMAs not responsible if the tested'area has"been =,,
# 91439
,
`lPE
1/27/202O altered froimthe`adconditonv
. "
!-Proudly Serving Florida since _3990