HomeMy WebLinkAboutPENETROMER TEST RESULTSuJ o^ ^'
81 OP6 OCAnON:
❑ Assumed 1,000 P.S.F. soil bearing (If
T9st Location #1
sf
X
a Test the perimeter of the
e Take the reading at the
assumed enter results in box below.)
TEST RESULTS
Location #2
M
at xix (6) location
of the footer
Test Location #3
Sd (-) sf
X
I• Using 500 LB increment 'take the lowest reading and round down to that increment. I
Test Location #1 rest Location #2 Test Location #3
S0-a psf 00 Psf I.S )Cd psf
X X X
ISoil bearing capacity used to determine pier layout: 1 SG U psf. Date Test Taken: 3 -f q- / a -
15C (Anchored in accordance with
Bracing System (Installation Stand
I d6--w ( de
Installer Name Printed
Subscribed and sworn to before me this
personally know to me. Identified by: _
ARY
SYSTEM TO BE USED
Ater 15C of Mobile/Manufacture Home Installations Standards)
for Model Required)
certify that the above is true and accurate.
tic — Q
Installer Signature
day of Yn GL MYN , 20_1 y. P Is ( ) Is not
My commission expires:
I Of I
C�r �.,+�*� Notary Public State of Florida
OPY � Victoria Laws
g c My Commission GG 197151
�jap ' Expires 03/15/2022