HomeMy WebLinkAboutCompaction TestHeadquarters
11345 U.S. Highway 1
Tl C IL t
ENGINEERING Mailing
SebOrstialando n, FL. 32958
A% FJ AW
PO Box 78-1377
AND TESTING bae:
Progress Way
2. Center
p 72-589-0712
San
Sanford, FL. 32771
SOIL COMPACTION REPORT C.A.# 5693
3. N.W.
KSMengineering.net
ASTiY� D 1557 and AST ivy D 65'x8
DATF TESTED:
November 2, 2020
KSM JOB #• 205518-1d/CH/cv
PERMIT#:
2007-0720
NUC# 417
CONTRACTOR:
Wynne Development Corp.
Nuc Model: 3500
JOB LOCATION:
13973 Garza Court
Nuc Serial #: 3417
I I I I I
Spanish Lakes Fairways
in Place Moisture:
I
Fort Pierce, Florida
ITEM TESTED:
Compacted Foundation Fill
I I I !
TEST LOCATION DEPTH
OF SAMPLE
PEN DRY MAX. DRY
READ DENSITY PROCTOR VALUE (P.C.F;
PERCENT
COMPACTION
1. S.E. 0" - 12"
45
109.9 111.3
98.7%
2. Center
109.8
98.7%
3. N.W.
"
1091o
98.0%
Soi! Description:
Brown Sand with Some Clay
W
112.0
! ! ! !
! ! !
E
I I I I I
I I I
in Place Moisture:
I
11.2%
H
I I I !
I
I I
Proctor Optimum Moisture:
T
! 1 ! ! !
! !
11.0%
P
!
Proctor Max. Dry Density: P.C.F.
! ! ! 1
! 1 I
111.3
C
I ! I I I
I I
--
109.0-
. . -
r -! -
@ Test Locations the Density & F I ! I I I I I
Penetrometer readings indicate the
Degree ofCompaction Meets108.0'
D I I 1 I 1 I I
Minimum Requirement R
for Unstaked Foundation Y
Res g43.RJlIjEittly t*ed: 107.0 4----%---+
PA E 0qh��''� Digitally 6 7 8 9 10 11 12 13 14
0: F signed by Moisture - % of Dry Weight
No. 81439 ....�.,.a.,,...,,...,..< Bryan E
* —- Dahlke Disclaimer: Contractor is responsible to maintain
0 STATE OF ,! {(fir Date: the tested area in the condition that KSM
'-F4OR10P.
G,�2020.1 1.04 completed the indicated passed compaction test.
xv
09:41:35 KSM is not responsible if the tested area has been
Br 09:41:35
-05'00' altered from the approved inspected condition.
V.P. of Engineering
PE # 81439 11/4/2020
Email to: dotty@wynnebc.com; St. Lucie County Building Department
Proudly Serving Florida since 1990