HomeMy WebLinkAboutCompaction reportHeadquarters _
11345 U.S. Highway 1
Sebastian, FL. 3295810
Orlando —
723 Progress Way
Sanford, FL. 327710
W DATE TESTED:
0 PERNIT #:
CONTRACTOR:
�Mailing 1.t NGINEERINep
Oox 78-1377
•A ND ESTIN stian,FL.32978
hone:% 3•
S`CTIO REP T •CA#569
July 28, 2020
2005-0587
Ada0 Homes
ASTM D 1557 and ASTM D 6938
�SMengineeringt
KSM JOB #: 203482-1d/DJ/jo
NUC # *404S -
ONR Mocl—el. MC-1 Elife
JALO AT
8200A�malfi Circle
c S ri
0` 1"
Lot 210, Waterstone
Fort Pierce, Florida
ITEM TESTED:
Compacted Foundation Fill
TEST LOCATION
111MD, PEN •
SPRY
—MAX. DRY _
• PERCENT*
OF SAMPLE
READ
DENSIT
PROCTOR VALUE (P.C.F)
COMPACTION
1. N.W.
0" - 12" 40+
110.1
112.9
97.5%
2. N.E.•
10" "e
111.1
"e
098.4%
3. Center
o" "e
111.4
"o
098.7%
4. S.E.
"
109.2
"e
096.7%
5. S.W.
"
110.7
"4098.1%
Soil Description:
Tan Sand with Cl�and
Shell Fragments
In Place Moisture:
13.4A —
Pr•t�Cl�timQpistt
11.0%
Proctor Max. Dry Density: P.C.F.
112.90 0 0 M 0
@ *t Vic' ioR thf Atty a*
PeOetrometer readings indica t e
Degree of Compaction Meets
Minimum Requirement
for Staked Foundation
Respectfully Submitt
EN
347E Or
: �� •:�y.
• '20
%cif. ' C. Rr0 •''moo
Bryan f!AMh)W P.E.
V.P. of Engineering,
114.0 - 1 Ole I *I*
owe • 1 •
E I •I• 1 010 1
I
I !/ o 1 •I• 10 ei� i M
G0113.0 4-:..—..—..—...—.._.._.._..—.._......
H 1,�1 •I, �I� I�
T • I �I • I�
1120 4-1-..- .-..-I..-.. 1.._...
P
I
C
0111.0—.--- I— ._.I.—.._�._..�� ��...—...
F41100
�,�I I I�
I I I I I
Y I• I 'I' 1 11 1
109.0
80 090 10 0110 120 13 04
�DclaCr A,11Dry
#1
poibg tS Pi'ft�f"n
the tested area in the condition that KSM
completed the indicated passed compaction test.
•KSM is not responsible if the tested area has been
altered from the approved inspected condition
PE # 81439 MW ! - 4J/29/202041
Email to: St ucie Building Department; rick jo nson@a ams omes.com
Proudly Sung Flo da since 1990