HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTSCANNED
BY Teo IL Ar
AT LUCIE Ckr)i_DNT� JM L-3.M
KEILER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
April 16, 2018
1712-0715
KSM JOB # : 181306-1 d/SS/cv
RECEIVED
MAY 0 9 2010
Permitting Department
St. Lucie County
ITEM TESTED : Compacted Foundation Fill
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
Wynne Development
1 Espanola
Spanish Lakes 1
Port St. Lucie, Florida
'I. S. E. 0" - 12" 52
113.2 115.0
98.4
2. S.W. 1147
111.4 1196.9
3. Center If46
110.8 1996.3
4. N.W. 50
112.6
97.9
5. N.E. 46
110.1
95.7
Soil Description:
Brown and Tan Sand
116.0 I I I I
I
with Some Clay
W
In Place Moisture:
E
I I I I I
I
11.6 Percent
I
I I
Optimum Moisture:
H
I I I
115.0 I I I
I
I
10.8 Percent
T
I I I I
I
I
Max. Dry Density:
115.0 P.C.F.
P
I I I I
114.0
I I I I
I
I
@ Test Locations The
C
I I I I
j
I
Density & Penetrometer
F
I I I I
I
Readings Indicate the
113.0
Degree of Compaction Meets
I I I I
I
Ml My(Vt-5equired
D
I I I I I
I
``fb�tce�t ilr�liation.
R
I I I I I
I
`
��` R ` ken to Natural Grade.
`
Y
112.0
e • ectfu ri
8 9 10 11 12
13 14
No
Moisture - % of Dry Weight
w
=' ident
•••k•
r ' `Lucie County Building Department
`
@�panishlakes.com
Ronald G. Keller, P.E.: 37293 / SI
Lic. No.: 860 / Julie E. Keller, P.E.: 68366
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN' FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED April 16, 2018
PERMIT # 1712-0715
KSM JOB # : 181306-1 d/SS/cv
CONTRACTOR Wynne Development
JOB LOCATION 1 Espanola
Spanish Lakes 1
Port St. Lucie, Florida
ITEM TESTED Compacted Foundation Fill
RECEIVED
APR 2.A 2019
Permitting Department
St. Lucie County
TEST LOCATION DEPTH * PEN
DRY MAX. DRY
PERCENT
OF SAMPLE READ
DENSITY PROCTOR VALUE
COMPACTION
1. S. E. 0" - 12" 52
113.2 115.0
98.4
2. S.W. 47
111.4 Is96.9
3. Center 46
110.8 If96.3
4. N.W. 50
112.6
97.9
5. N.E. 46
110.1
95.7
Soil Description:
Brown and Tan Sand
116.0 I I I
I 1
with Some Clay
W
I I I I
I I
In Place Moisture:
E
I I I I
I I
•11.6 Percent
I
115.0
Optimum Moisture:
H
10.8 Percent
T
I I I
1
I I
I
Max. Dry Density:
'115.0 P.C.F.
P
I I I
I I I I
I
I
I
@ Test Locations The
I I
I
Density & Penetrometer
F
I I I
I I
Readings Indicate the
113.0 i — �——•I._.._l._..J.._..1.._.._
Degree of Compaction Meets
I I I
I I
Mini,gy( jRggId ed
D
I I I I
I I
fc I.FiQ n. IF
i .....,. i
A
R
Y
I I I
I I
e� en to Natural Grade.
112.0 I._.. �.._..� ..—..�
Res - H 5 I e
8 9 10 11
12 13 14
=�
Moisture - % of Dry Weight
��IcieIs
County Building Department
I.�panishlakes.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P-E.: 68366
04/17/2018 14:52 7725696459 KSM ENGINEERINGr PAGE 02/02
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING,
5 9 OC2
MARTIN (772) 337-7755 RO• BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBAMELB STIANURNE (321) 589-0712
PALM BEACH (56I) 8Q5-7445 �vvuw.ksmenginQcring.net ST LUCIE (772) 229-9093
FAX (561) 845-8876 E-Mail- KSM@KSMENGINEERING-NET FAX (772) 589-6469
C.A.: 5693
DATE TESTED -
PERMIT #
CONTRACTOR
JOB LOCATION :
SOIL COMPACTION REPORT
ASTM D 1657 and ASTM D 2922
April 16, 2018
1712-0715
Wynne Development
1 Espanola
Spanish Lakes 1
Part St. Lucie, Florida
ITEM TESTED Compacted. Foundation Fill
KSM .JOB # - 181306-1 d/SS/cv
RECEIVED
APR 1 9 7016
Permitting Department
St. Lucie County
TEST LOCATION DEPTH * PEN
READ
DRY
DENSITY
MAX. DRY PERCENT
PROCTOR VALUE COMPACTION
OF SAMPLE
1, S.E. 0" - 12" 52
113.2
115.0 98.4
2. S.W. 11 47
111.4
96.9
3. Center 46
110.8
96•3
4. N.W. 50
112.E
" 97.9
5. N. E. 46
110.1
95.7
Soil Description:
Brown and Tan Sand
116.0 1
1 I 1 1 1
with Some Clay
W
I
i
In Place Moisture:
E
I
'11.6 Percent
I
G
115.0..—
!•
I I
Optimum Moisture:
�
10.8 Percent
T
I
I I f I I
Max. Dry Density:
P
114.0
— ..
@ Test Locations The
I I
Density & Penetrometer
F
113.0
Readings Indicate the
I
Degree of Compaction Meets
I
Minirr��r�r`i�yl}�ed
o
E
I I I 1
fc }I, n.
•M�
R
Y
►
I 1 ! I k
�.. .
`�s (�• aFn to Natural Grade.
112.0—
..�` Res l
a
9 10 11 12 13 14
w
.f
Moisture - % of Dry Weight
P
ids
~facie County Building Department
r {�anishlakes.cam .
Iloilo >t
Ronald G. Keller, P.E.: 37293 1 SI
Lic.
No.; 86G /
Julif E. Keller, P.E.: 63366