HomeMy WebLinkAboutKSM REPORTHeadquarters
VV W ���n7
11345 U.S. Highway 1
C v t ENGINES&
PO Box 78-137
q4astian, FL. 32958
iN% AND TESTING
Ph netian772 589-0712
723 Progress Way
C.A.# 5693
Sanford, FL. 32771
SOIL COMPACTION REPORT
KSMengineering.net
ASTM D 1557 and ASTM D 2922
DATE TESTED: September 27, 2019 KSM JOB #: 193646-2d/MH/cv
PERMIT #: l g(? 6 - O S-3
RECEIVED
CONTRACTOR: R & E Loader Service
SCANNED OCT 14 2019
JOB LOCATION: 5714 Sunset Boulevard BY
Ft. Pierce, Florida St Lucie County ST• Lucie County, Permitting
ITEM TESTED: Compacted Foundation Fill - Final Lift
TEST LOCATION
PEN
DRY
MAX. DRY PERCENT
DEPTH
OF SAMPLE
READ
DENSITY
PROCTOR VALUE (P.C.F) COMPACTION
1. N.E. 24" - 36"
50
110.3
112.9 97.7%
2. S.E. "
50
109.6
97.1%
3. Center
50
110.4
97.8%
4. N.W.
50
111.3
98.6%
5. S.W.
50
110.7
98.1%
114.0
I I I I I
Soil Description:
W
I I I I I
E
Light Brown Sand with
I
I
Shell Fragments
G
113.0
In Place Moisture:
H
I I I I I
5.0%
T
112.0
......
Optimum Moisture:
P
I I I
11.0%
I I I I I
C
Max. Dry Density: P.C.F.
111.0—..—•I—
.—•I•—..-4•—..�.. ..�..—...
112.9
F
I I I I I
@ Test Locations The
11o.o
I I I I
Density & Penetrometer
R
I
Readings Indicate the
Y
I I I I I
I I I I I
Degree of Compaction Meets
109.0—••—•;—••—;•—••—�•—••�••—••T••—••,
Minimum Required
8
9 10 11 12 13 14
for Unstaked Foundation
Moisture - % of Dry Weight
d.�
Disclaimer: Contractor is responsible to maintain
;� ';
the building pad in the condition that KSM
N 1439 °0 _
completed the indicated passed compaction test.
*
— =
KSM is not responsible if the building pad has
OF ;'�Q
been altered from the approved inspected
E.
OR
condition.
rteetPF
P 8� NAB- ,���� 9/30/2019
mail to: mcarthuresther@bellsouth.net
Proudly Serving
Florida
since 1990
PQBOX 7(13?71
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U.8" H t ENGINEER
A! EN
=Lh, Fl,i 32958 ;AND 'TfST_INt6s! d -329YB
6riando Phone
7
723 P
. no -gross CAA 5693,
SOIL qi6fotd�� FL., �7,711OMPACiION K4Mqqgjnqerfn et]
ASTM gop
057:414/iSTM , 9 2Z
VATETESTEI)i September'17 2619 JoB,m,19,36464q/SHjqt,
T
,PERMIT40 Z
CONTRACTOR t: I Rr& E Lqader' rr
JOB'LOCATIM: 014 Sunset Boulevard Phi
'W,P.1efikPo'r1i15','
T
ITEM,TESTED; 'C6iifWctic(-Fbu-naitlohVilf�fsi&ihdLift_
I
TE , it LO ION-,
LEi-
DRY' MAX;DRY PERCENT,
.. . f
,OF SAW READ' DENSITY' ; PROCTORVALUEp-C F c CIMPACTIONi'
1. Nx ------ -112.7;,---
2I.M.E. i"413a 10901 96.7%
8. Center; 241� '41 '1018 WAX
0,1''1112'11 .40, 1089 196.6%
t4 0 -12"! 401 3:09.3
1 W 114.0
Soil -
scrip E.
Light Br-o-w--n'Sa -8mith,Shell
t 0
G
H!
in PIb-edM0#o,1,e-:
9.'6%
1124
'Opilm-U-11imbf �t'wro
11J.P -
Max.. Dry.Dens it P.LC.F.
R I
11 1 X.1
ib,test"LoOtio iThel 1 fo- o'
DeO Pen trrqrneter
Readings a4l - t-6 the ;y
e g-
ree of Cbm 09.0
MIhImum1eq I led 0 91; 10 Ili 12, 13 4
I& Uns'
9,!.M4o-liture Mofby, Weight
Dlselaimer Contrdctor Is respon
sib le ;tq,-m61 hia 63
the building pad 16 the, MA, that. KSMI
completed th 1hdiiated
passe'd_compactioe test:
0/19AO19;
Proudly, Serviog'Florldib since 199 0'