HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTSCANNED
BY
St Lucie County �
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
DATE TESTED
PERMIT #
SOIL COMPACTION REPORT
ASTM D 1657 and ASTM D 2922
March 27, 2018
1712-0732
CONTRACTOR Wynne Development
JOB. LOCATI ON..,. 19,,Florida. Way
Spanish Lakes 1
Port St. Lucie, Florida
ITEM TESTED Compacted Foundation Fill
KSM JOB # : 181048-1 d/MH/cv
RECEIVED
APR 0 4 7018
Permitting Departme,
St. Lucie Count
TEST LOCATION DEPTH * PEN
OF SAMPLE READ
DRY
DENSITY
MAX. DRY PERCENT
PROCTOR VALUE COMPACTION
1. S.W. 0" - 12" 50
105.9
110.8
95.6
2. N.W. 50
106.2
95.8
3. Center 50
107.7
97.2
4. S.E. 50
108.8
98.2
5. N.E. 50
108.2
97.7
Soil Description:
Brown Sand with Traces of
112.0
I I
I I 1
Shell and Clay Fragments
W
I
I I
I I I
In Place Moisture:
E
I
I I
I I I
6.5 Percent
111.0
— �——•I
I !
Optimum Moisture:
H
11.0 Percent
T
I
I
I I
I
I I I
I I I
Max. Dry Density:
P
I
I
110.8 P.C.F.
I I
I I I
I I I
@ Test Locations The
I I
Density & Penetrometer
F
I I
I I I
Readings Indicate the
109.0
——•I._.._l._..J.._.
1.._.._
Degree of Compaction Meets
I
I I
Mi``ovi M 1Rbgl)red
D
I I
I I I
'on.
R
I I
. .
I I I
. . .
,,,�� .......
to Natural Grade.
Y
108.0 �--
_.I_.._.I._.._I._..�.._..�
.._..,.
�ti;�t�+r'' ,.�a'(n
e`cff 1 y u ' , ttErd:
8
9 10
11 12 13 14
N
('
Moisture - % of Dry Weight
�,`Zucie County Building Department
Z
E. _
i t.ipanishlakes.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
03/29/2018 08:19 77251 %9 KSM ENGINEERING PAGE 01/05
t Al IJ A JL
FELLER, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 PO. BOX 78-•1377, SEBA�STIANFL 32978-1377 SEBASTIAN (772) 589.0712
PALM BEACH (876 845-7445 ,
www.k,(;mengineering.net MELBOURNE (321) 768-8488
C.A .: 5693 (5945-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A
FAX (772) $89-6469
SOIL COMPACTIONREPORT
ASTM D 1557 and AStM D 2922
DATE TESTED :
March 27, 2018
PERMIT #
1712-0732
CONTRACTOR :
Wynne Development
JOB LOCATION
19 Florida Way
Spanish Lakes 1
Port St. Lucie, Florida
KSM JOB # : 181048-1 d1MH/cv
RECEIVED
MAR 2 9 7018
Permitting Department
St. Lucie County
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH " PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY' PROCTOR VALUE COMPACTION
1.
S. W,
0" - 12" 50
105.9 110.8
95.6
2.
N.W.
it 50
106.2 "
95.8
3.
Center
50
107.7
97.2
4.
S.E.
50
108.8 "
98.2
5.
N.E.
50
108.2
97,7
Soil Description:
Brown Sand with Traces of 112.0 1 1 1 1 1 1
Shell and Clay Fragments W I I I I I I
In Place Moisture: E
6-5 Percent
Optimum Moisture: G 111.0
11.0 Percent I I 1 I I
Max. Dry Density: I I
P
110.8 P.C.F_ 110.0
@ Test Locations The 0
Density & Penetrometer F I 1 f I I 1
Readings Indicate the 1os:o •• �•1J.._.-1..._.,.
Degree of Compaction Meets 1 I I I
Mi,gOV M+IBr gjjjred D I I I I I I
�`&91..... on, R
n to Natural Grade. Y 108.0 -I--.._.;,_.._j._..._j.._.. } .._..Y
Z.ify Rtdl; s ' s 10 11 12 1$ 14
N _
Moisture - % of Dry Weight
r
' * Lucie County Building Department
Ifnq .I §panishiakes.com
Ronald f3. Keller, P.E.: 37293 / SI Lic. No.; 860 / J115P E. Keller. P F • RARAiR
{, ggg
.ML
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 March 27, 2018
PERMIT # 1712-0732
CONTRACTOR Wynne Development
JOB LOCATION 19 Florida Way
Spanish Lakes 1
Port St. Lucie, Florida
ITEM TESTED Compacted Foundation Fill
KSM JOB # : 181048-1 d/MH/cv
TEST LOCATION DEPTH *PEN
DRY
MAX. DRY PERCENT
OF SAMPLE READ
DENSITY
PROCTOR VALUE COMPACTION
1. S.W. 0" - 121' 50
105.9
110.8
95.6
2. N.W. 1150
106.2
95.8
3. Center If50
107.7
97.2
4. S. E. 1150
108.8
If
98.2
5. N.E. 50
108.2
If97.7
Soil Description:
Brown Sand with Traces of
112.0
I I I I
I
Shell and Clay Fragments W
I
I I I I
I
In Place Moisture: E
I
I I I I
I
6.5 Percent
111.0
Optimum Moisture: FGi
11.0 Percent T
I
I I I I
I
Max. Dry Density: P
110.8 P.C.F.
I I I
I
@ Test Locations The
I I I I
I
Density & Penetrometer F
I I I I
I
Readings Indicate the
109.0
— j—.I._.._1._..J.._.
_L.._.._
Degree of Compaction Meets
I I I
Mi IIa��,Yht �n d D
I I I I
I
b`r�1�r�n. R
I
I I I I
I
en to Natural Grade. Y
108.0 4-••-•1-••-
l.--I--••-I••�
-
t c'ff II S I
8
9 10 11 12
13 14
Moisture - % of Dry Weight
s ie ; P = .
•�.��`�ucie County Building Department
/ spanishlakes.com
Ronald G. Keller, P.E.: 37293 / SI Lic.
No.: 860 /
Julie E. Keller, P.E.: 68366