HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTSCANNED
BY
St Lucie County A%AV1
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 #
CONTRACTOR
JOB LOCATION
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
May 16, 2018
1712-0730
Wynne Development
21 Danzar
Country Club Village
Ft. Pierce, Florida
KSM JOB # : 181676-1 d/SS/aj
RECEIVED
MAY. 2.3 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
1.
S.W.
0" - 12" 38
108.9 111.6
97.6
2.
N.W.
1142 -
107.5 if96.3
3.
Center
40
106.6 it95.5
4.
N.E.
38
108.8
97.5
5.
S.E.
40
106.8
95.9
Soil Description:
Brown and Gray Sand 113.0 -1
M
In Place Moisture:
E
I I I I I I
13.7 Percent
I
112.0 �— _.�_.._.�._.._�._..�.._..� .._.._
Optimum Moisture:
H
11.0 Percent
T
I I I I I I
111.0 4—.._.j_..—.'.
Max. Dry Density:
P
I I I I I
111.6 P.C.F.
I I I I I I
@ Test Locations The
C
110.0
Density & Penetrometer
F
I I I I I
Readings Indicate the
I I I I I
Degree of Compaction Meets
109.0—
Minimum�IdlUit��+�
D
I I I I I I
for Stk�UK�° .�
I I I I I
�.._..,
b�l
tatural Grade.
Y
108.0 .._j..
R speC`ft4l y Su m tte
8 9 10 11 12 13 14
-�
Moisture - % of Dry Weight
�- P. .:p
P raj"
Fax a,� i ' �. �r�'County Building Department
Email y lakes.com ,
Ronald G. Keller, P.E.: 37293 / SI Lic.
No.: 860 / Julie E. Keller, P.E.: 68366
05/17/2018 11:54 77258964�-.9 KSM ENGINEERING,- PAGE 04/05
•
it 100 M,L
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 057-7755 P.O. BOX 78-1377 SEBASTIAN, FL 32973-1377 SEBAS11AN (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 R2PORT
ASTM D 1557 and ASTM D 2922
May 16, 2018
1712-0730
Wynne Development
21 Danzar
Country Club Village
Ft. Pierce, Florida
ITEM TESTED ' Com acted Foundation Fill
KSM JOB # : 161676-1 d/SS/aj
RECEIVED
MAY 17 2010
Permitting Department
St. Lucie County
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1,
S.W.
0" - 12" 38
108.9 111.6
97.6
2.
N.W.
It 42•
107.5 1,96.3
3.
Center
40
106.6
95.5
4.
N.E.
38
108.8
97.5
5.
S. E.
40
106.8
' 95.9
Soil Description:
Brown and Gray Sand
In Place Moisture:
wE
13.7 Percent
I
Optimum Moisture,
GH
11.0 Percent
T
Max. Dry Density:
111.6 P.C.F.
P
@ Test Locations The C
Density & Penetrometer F
Readings I Wile the
DegribMeets
Mi
�i� D
R
! •'err Read' jokeih to Matural Grade. Y
ee itted
r
113'0 � I I f 1 I
I i i j i i
I I I I ( I
112.0—.._.—..—.i.,.._�._..�.._..?.._..._
I I I I I
I I 1 I I I
I I I I I
I I I I I I
110.0 �..^.j——.i._.._�.�..�.. 1.......
I I I I !
I ! I I I I
I I I I I I
108.0—.,_.{_..—
8 9 10 11 12 13 14
re�i+�y�
F-�ae rx>'1i lGlaifl a f31! �ucie County Building Department
Email to: dotty@spanishlakes.com
Moisture - % of Dry Weight
Ronald G. Keller, P.E.: 37293 1 SI Lio. No.: 860 / Julie E. Keller, i? S.: 68366