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ff ENGINEERING"
Mailing
PO Box
t1345 U.S. Highway 1
Sebastian. FL 32958 � e AND TESTING
Sebastian. 32978
58FL. -0712
Phone: 772-589-0712
Orlando
C.A.# 5693
723 Progress Way SOIL COMPACTION REPORT KSMengineering.net
Sanford, FL, 32771 ASTM D 1557 and ASTM D 2922
DATE TESTED: December 27, 2019
KSM JOB k: 195216-1d/MH/jo
PERMIT #: i9'lOg7(10
CONTRACTOR: Wynne Development
SCANNED
JOB LOCATION: 7 SE Jasmine Lane
BY
St. Lucie Counli
Spanish Lakes 1
Port St Lucie, Florida
ITEM TESTED: Compacted Foundation Fill
TEST LOCATION PEN
DRY MAX. DRY PERCENT
DEPTH
OF SAMPLE READ
DENSITY PROCTOR VALUE )P.C.F) COMPACTION
1. S.W. 0" - 12" 50
107.5 111.3 96.6%
"
108.4 97.490
2. N.W.
" "
„
109.0 97 9%
3. Center
"
107.6 96.7%
4. S.E.
108.0 97.0%
S. N.E.
113.0
W
I 1
E
I I I I
Soil Description:
G
Brown Sand
H
T
In Place Moisture:
P
I I I I
111.0
9.3%
I I
Optimum Moisture: C
12.0%
I I i
110.0
F
Max. Dry Density: P.C.F.
111.3 p
i J—..—.1—..—I.—..—I..—.. �..—.._
.—•--• '
1090
@ Test Locations The R
I
Density & Penetrometer Y
( I I I I
Readings Indicate the
108.0
11 12 13 14 15
Degree of Compaction Meets
9 10
Minimum Required
Moisture - % of Dry Weight
for Staked Foundation
iit43lflt1r�,
�`� CI'•I '�
ecif
i)i5tilcinte:' contractor is t'esponsibie to maintain
KSM
s.Retis jub
_- u .,?q • �1
ttae tcstrd .area In the condition that
completeo the indicated passed compaction test.
KSM rs not esponsihle if the tested area has been
-a '
lrcrr•d from thz approved inspected condition.
Biy ahjke, P,E,c. z
Y+nj:Engipeeriiiq;�
12/30/2019
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