HomeMy WebLinkAbout203676-1d Compaction Signed0
11345 i.S.H MAIL NGINEERING�
11345 U.S. Highway 1 PO Box 78-1377
Sebastian, FL. 329580 o fi ESTI N G. ` e astian, FL. 32978
Orlando Phone:772-589-0712
723 Progress Way • SOIL COMPACTION REPOR C.A.# 5693
Sanford, FL. 32771 ASTM D 1557 and ASTM D 698 •KSMengineering.net
0 — M a �
DATE TESTED: August 6, 2020 KSM JOB #: 203676-1d/MH/jo
ITT-= W-0222-
CONTRA*CTO? ams omes uc o e ?OC -1113
JO&LOCg4ION: 5344 Vespera Streqt S 030630
•• Lot 29 Blk 5, Waterstone
Fort Pierce Florida_
ITEM TESTED: Compacted Foundation Fill
%EST LOCATION DEPTH$ PEN. .DRY 9 —MAX. DRY _ 0 PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1. N. E.
011-1211
50
110.4
111.4
99.1%
198.4%
2. S.E. •
010
50
109.6
010
•1.01••140
3. Center
0"
50
108.9
"e
097.8%
4. N.W*
"
50
108.3
"•
097.2%
0 5. S.W.
if50
�.
108.0
"e
096.9%
Soil Description:
Brown Sand with Shell
Fragments
In Place Moisture:
9.3%�—
Proctor Op iois ure:
11.0 • • • •
*Proctor Max. Dry Density: P.C.F.
111.4 �a
���t Loca iMnon a Densly &�
Per�etrometer re0dings indicate t
Degree of Compactionets
Minimum Requirement
for Staked Foundatio
Respectf41llyj to
DA
�— LLI --
a
r,a;#1lilt'\`
Bryan E. Dahlke, P.E.
113.0 - I
•W• • 1•
*I*
I
*I*
E
I
•I•
I
•I•
G0112.0
•1.01••140
.................
140
H
I
I
•I•
19616
..
T
I
I•
eie
gig
•111.0 1—..—.�—..—
�.
—�..—.
J..—..1..—...
P
C
l�
e•'F 110.0..
6 �— —
.� ..�...
j-4
I
1"*
0I 0
I
0
D
109.0 i —.—..—.I.—..—r.—..
�..—..t..—...
R
Y
108.0..—.;—.._.�.—..—r.—..�..—..T..—..,
• 80 09
10
0119
12 0130 14
r - ° D��t!
Disc aimer: Con rac or is responsible to main ain
the tested area in the condition that KSM
completed the indicated passed compaction test.
KSM is not responsible if the tested area has beb
altered from thea roved inspected condition.
V.P. of Engineering
0 PE # 81439 _� /7/2120 • � •
40 Email to: St LZ�e BuildirTg De%artment; rick.iohnso @ da�ho es.co'�1'
Proudly Servi# Floridiince 1990
a 1=111=11miffill