HomeMy WebLinkAboutCompaction testHeadgTarters •
11345 U.S. Highway 1
Sebastian, FL. 329580
Orlando
723 Progress Way
Sanford, FL. 32771
• •
DATE TESTED:
ITIM
C01TRA TOP
J04LOCAW04:
ITEM TESTED:
1^&P1 VVNGINEERING
JL%M6WXvANDJESTING
• SOIL COMPACTION REPORT9
ASTM D 1557 and ASTM D 6938
1 1
IIII•'�IJ!�:�.
Adams Homes
5325 San Benedetto
Lot 7, Blk 5, Waters ne
Fort Pierce Florida
Compacted Foundation Fill • —
40 MYIin7
�PO Box 78-1377
Sebastian, FL. 32978
%Pho 772-589-0712
7 1WC.A.# 5693
•KSMengineering.net
••
KSM JOB #: 203480-1d/DJ/jo
404
uc o e : MC-1 Elite
rSerial 031404
EST LOCATION DEPTH* OPEN*
•� • DPERCENT
OF SAMPLEREA DENSITY PROCTOR VALUE ( COMPACTION
1. S.W. • 0" - 12"
2. N.W • '•
3. Center "
4. N.E.•
• 5. S.E. "
Soil Ascription:
Tan Ad with Clay and
Shell Fragments*
In Place Moisture:
12.8
roc or Op imum ois ure:
11.0%
• Proctor Max. Dry Density: P.C.F.
112.9
Ist ocations a Dent&
Penetrometer readings indicate tie
Degree of Compaction M is
Minimum Requirement
for Staked Foundation
Respectfully. Submitted:
-• �6�F j �� . � y-
;� , S E -
ON AL
• Bryan 1/1 �'��fl��,�P E.
•40+
109.7
112.9
097.2%
110
112.4
0110
99.6%
110.6
098.0%
"•
112.0
099.2%
"
111.3
"•
098.6%
114.0 - I •I• I •I•
we a I•
E I •I• I •I•
/•I •I• I • •I• I•
T I •I I•
C I• I �,I, • I •,I • I •
•111.0 Fi.*.;i. ��..�...
D•110.0 i _.i_.._.I._.._r._..y.._.. �....
R
Y1 .0—�._.I_.._.I._.._,._..�.._.. .._..,
6989 • 9 • 10 61166 12 • 13 4W4
i u - °o �D• eigh
•Disc aimer: Con ractor is response e o main air
the tested area in he ondition that KSM
Ocompleted the indicad p sed compaction test.
•KSM is not responsible if the tested area has be
�
alter d fr m the a roved ins ected condition.
V.P. of Engineering,
PE # 81439 29 2020
Email to: St Lucie Bui ing Department; ric .Jo nson a ams omes.com
aP udly Serving Florida since 1990