HomeMy WebLinkAboutCompaction Test723,Pro0ress Way. sOIkOM,pACLION
anf SFL 3211i ASTM ID'ISSZ and AS1
DATETESTEO Niarch'11,`2020 ID
PERMITOv 1910-0402- S �^
CONTRACTOR:: ACD Builders;
JOB LOCATION: 7106 Banyan Street
Fort Pierce; Florida
ISG\.t•TICTIA: /`�•�..-�aa1 J(ll.:�J-aG�.�'tlt' •-r O 9.
KSM JOB #_
201206 1d/DJ/Jo°
'NUC#
404.-
Nucr Modeh.
MC 1 Elite:
Nuc Serial:":.
•,31404-
-TEST LOCATION. ;DEPTH
OF SAMPLE
PEN',
READ
DRY MAX. DRY
iDENSITY PROCTOR'VALLIE (P df),
RERCENT_
.,.
COMPACTION
.12" �'24"`
40+
411.4112.9
:98.7% '
2 NitN "'
' 40+:
110:8 "
9811a`
3 =Center
-40+
112.6 • -"
;99 7
40+-
111.0
°.98 3%`
5 S.E,., 0" -d2"
40+
108.7_, "`
96.34g"
6 .Centers:` 1
40+:
.109.3
SoCDescription:
Brown Sand with Clay
114.0 I I
f
1 6
In Place Moisture:.,
l-`.:� L_.:-J..—..
Gr=1130
i
ProctorOptimurrm Moisture:
11.0%
T
1120
Proctor Max: Dry Density: P C F:'
P'
112:9"
C I I
b__ l
@ Test,Locations the Density`&
I
Penetrometerreadings indicate the-
IF
Degree'of,Compaciion Meets-
f10:0 ••- N—; i -
1- •— — -
Minimum Required'
D`
oforUnon
R I I d
I I
Resoectfuliv Submitted:-'
8 ° 9 10 11
12 13 14
M61sture % of Dry Weiglit.
Disclaimers Contractor is responsible tomaintain
the °,tested area in the condition that KSM
.completed the indicated passed compaction test.
'KSM is not responsible.if the tested -area has
altered from the approved Inspected condition.
,PE # 68366 3%12%2020
Irnail`to; St.LucieBuiidingDepartment; dtroska@comcast.net
Proudly Serving Florida since,1990