HomeMy WebLinkAboutCompaction testHeadquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
TWF C�, t ENGINEERING
1% h7 AVL AND TESTING
SOIL COMPACTION REPORT
ASTM D 1SS7 and ASTM D 2922
December 27, 2019
19100703
Wynne Development
9 SE Jasmine Lane
Spanish Lakes 1
Port St Lucie, Florida
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone:772-589-0712
C.A.# 5693
KSMengineeri ng. net
KSM JOB #: 195217-1d/MH/jo
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
106.9
111.3
96.0%
2. N.W.
107.3
96.4%
3. Center
108.0
97.0%
4. S.E.
107.4
96.5%
5. N.E.
108.7
97.7%
113.0 -L
-
W
E
!
I I I I
I
Soil Description:
I
I I I I
I
Brown Sand
G
112.0—.._..'_.._.i—.._i._.._i._..
�.._.._
H
T
!
I I I I
I
In Place Moisture:
j
10.0%
P
111.0 -_.._.�_.._.�
.._.._ ._�.._..
I 1 I
�.._.._
I
Optimum Moisture:
!
! I I
!
12.0%
110.0 .._.�
_.�._.._�._.._�..
.. �.._.._
F
I
I I I
I
Max. Dry Density: P.C.F.
I
I I I I
I
111.3
D
1o9.0—.._.1_.._.l_.._I._.._I.._..
.._.._
@ Test Locations The
R
!
I 1 I I
I
Density & Penetrometer
Y
I
I I I I
I
Readings Indicate the
108.0
— (— — (— —I — —! —
-) — •�
Degree of Compaction Meets
9
10 11 12 13
14 15
Minimum Required
for Staked Foundation /�
Moisture - % of Dry Weight
l�$�l P.
12/30/2019
13.1.-V \.
Email tqi; $#,4u uilding Department
Disclaimer: Contractor is responsible to maintain
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.
Proudly Serving Florida since 1990