HomeMy WebLinkAboutCompacdtion testHeadquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
DATE TESTED:
PERMIT #:
Tie C0 1 t ENGINEERING
11LJJINX AND TESTING
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
January 31, 2020
iL061116 SiZ M
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengi neering. net
KSM JOB #: 200502-1d/MH/cv
CONTRACTOR:
Wynne Development Corp.
JOB LOCATION:
6580 Dulce Real Avenue
Spanish Lakes Fairways
Fort Pierce, 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. N.E.
0" - 12" 50
108.9
112.0
97.2%
2. S.E.
50
110.6
98.8%
3. Center
50
109.3
97.6%
4. N.W.
50
108.8
97.1%
5. S.W.
50
109.1
97.4%
113.0 -
W I
Soil Description:
E
I
I
I I I I
Brown Sand
112.0 ••—I•—••
�••—
—F
G
I
I
I I I
In Place Moisture:
H
I
I
I I I I
7.9%
Optimum Moisture:
P
I
110.0 �— —.
I
—
I I I I
. —..—i.—...i
11.6%
C
I I
r..—.(—..�..—.
Max. Dry Density: P.C.F.
F
I
109.0
I
I I I I
—F..—..1
112.0
I
I
I I I
@ Test Locations The
D
108.0—
Density & Penetrometer
R
I
I
I I I I
Readings Indicate the
Y
I
I
I I I I
Degree of Compaction Meets
107.0 —i
—..r..—;—
— •—••—i••—••;
Minimu`m,RegLiIred„,�
8 9
10
11 12 13 14 15
for St�4Aed�Fbd
Re�ey •.
Moisture
- % of Dry Weight
N 1439
Disclaimer: Contractor is responsible to maintain
• E OF • 44) ` the tested area in the condition that KSM
ry3yi l�;�.•����' c completed the indicated passed compaction test.
nKejng� 0 KSM is not responsible if the tested area has been
E # 81439 "'M 1110 2/3/2020 altered from the approved inspected condition.
Email to: dotty@wynnebc.com; St. Lucie County Building Department
Proudly Serving Florida since 1990