HomeMy WebLinkAboutCompaction Test•eaciquarters
11345 U.S. Highway 1
• Sebastian, FL. 329580
Orlando -
723 Progress Way
• Sanford, 170327710
DATE
PERMIT #:
CONTRACTOR:
^LCPATSP
•'�WC1�•t ENRINEERINP
A JFSTIN[j
SOIL COMPACTION REPORT*
ASTM D 1557 and ASTM D 6938
June 26 2020
2004-0247
� 0 M
Adams Homes
870 erano venue
ai mg
-PO Box 78-1377
Sebastian, FL. 32978
• Phone: 772-589-07120
40�C.A.# 5693
SMengineering.net
•
KSM JOB #: 202872-1d DJ/jo
NUC # 404
• • -
Nuc Model: MC-1 Elite
Nu
�C Sena . 03M
Lot 13-1 at#idae
tone
ort Pierc# F
• ITEM TESTED: Compacted Foundation Fill
EST LOCATION
DEPTVJ
PEN • DRY *MAX. DRY PERCENT
OF SAMPLE - READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1. S.W.- • — 0" - 12"41MW0+ - 106.80 - • 111.5 •95.8%9 -
• 2. N.W. „
3. Center •"
4. N.E.• "
• 5. S.E. "
• Sl Descnp ions�
Ta Sand with traZr�'fof
• Cla$and Shell Fragribits
0In PI a Moisture:
dk 9.1°0
Proctor Optimum Moisture:
11.0% -
• Proct� Dy:C.F.
111.5
@ Test Locations the Density &
Penetrometer readings indicate t e
Degree of Compaction Meets*
Minimum Requirement
for Staked Foundation
ectfully
" 108.1
108.7
107.6
110.2
•113.0 -
•W I-
E •
I
G 1 1=2.0
H
T
097.0%
" • ,97.5%
96.5%
•98.8%
I •I •I• I •I-
10
1-
P•111.0
0.00
I
cis 10.0 I ••I,
110.0
�•• I•
F 1
D•109.0 M i• • _.j_.._.�._..—r
R ; I •1-
Y .••� •�••�••�• -
108.0 -P — ,—.._.,._.._�._..�..—..� .._..,
8,•9 10 •11• 12• 1314
—• i 1 �• • • oisture 1. olIDry Weight • _
Disclaimer: Contractor is responsible to maintain
�Q' .� ' •�'� thietested area inohe conditiorothat KSM
• = completed the indicated passed compaction test.
•� � W= KSM is not responsible he tested area has been
=
O+F U- altered from the appro d inspected condition.
' �Vie® '• �:
V.P. of Ehgi.n(?fritrQP"e -
PE # 8143 •6/29/2020 • -
• Email to: St Lucie Building Department; rick.johnson@adamshomes.com
0 Proudly Serving Florida since 1990