HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTKELLER, 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: KSMQKSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1567 and ASTM D 2922
DATE TESTED January 24, 2018
PERMIT # 1712-0154
CONTRACTOR Wynne Development
JOB LOCATION 82 Mediterranean North
Spanish Lakes 1
Port St. Lucie, Florida
KSM JOB # : 180256-1d/MH/ct
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH * PEN
DRY
MAX. DRY PERCENT
OF SAMPLE READ
DENSITY
PROCTOR VALUE COMPACTION
1. N.W. 0" - 12" 54
111.6
112.2 99.5
2. N.E. It 51
111.2
1199.1
3. Center it50
110.9
98.8
4. S.W. If50
108.7
96.9
5. S. E. 50
107.2
95.5
Soil Description:
Brown Clayed Sand
113.0
W
I
I I I I I
In Place Moisture: E
I
I I I I I
10.1 Percent I
I
I I I I
G
112.0
Optimum Moisture: H
11.0 Percent T
I
I
I I I I
Max. Dry Density: P
I
I I I I
I I I I I
112.2 P.C.F.
111.0 ...
_.i _.._i._..i.. i .._...
@ Test Locations The
Density & Penetrometer F
I I I I
Readings Indicate the
110.0
Degree of Compaction Meets
I I I I I
Minimum Required D
I
I I I I I
�1�1��1 If
for,,; d gu dolion. R
I I I I I
;.�f'e�G eaNdin r~n to Natural Grade. Y
109.0
�� '�, tFpft•'ed►�
8
9 10 11 12 13 14
m
Moisture - % of Dry Weight
said
•-nciGJ;• `� t�I, ie County Building Department
Iaaa'�ltiishlakes.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 /
Julie E."Keller, P.E.: 68366
01/25/2018 14:14 772584F,-0�9 KSM ENGINEERING- PAGE 03/03
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmenginearing.net MELBOURNE (321) 766-8488
FAX (561) 845-8876 E-Mail: KIWKSMENGINEERING.NET ST LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589.6489
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
January 24, 2018
1712-0154
Wynne Development
82 Mediterranean North
Spanish Lakes 1
Port St, Lucie, Florida
KSM JOB # : 180256-1 d/MH/ct
RECEIV
JAN 2 5 2018
ST. Lucie County, Permitting
ITEM TESTED
__Compacted Foundation Fill
i
TEST LOCATION
DEPTH * PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY
PROCTOR VALUE
COMPACTION
1.
N.W.
0" - 12" 54
111.6
112.2
99.5
2.
N.E.
51
111.2
99.1
•3.
Center
50
110.9
98.8
4.
S.W.
50
108.7
96.9
S.
S.E.
50
107.2
95.5
Soil Description:
Brown Clayed Sand
113.0 I I I I
In Place Moisture:
w
E
I I ! I l
10.1 Percent
I
Optimum Moisture:
G
H
11.0 Percent
• T
I I I I I
I
Max. Dry Density:
p
I I I i
I I (_••_I I
112.2 P.C.F.
1.11.0 .._ —,. —...
I^ — I !
I I
@ Test Locations The
D
I I I I I I
Density 8 Penetrometer
I I I I
Readings indicate the
110.0-
Degree of Compaction Meets
I I f 1 I I
Minimum Required
D
I I I I I
�AMa�e� elation.
R
I I I I f
" ken to Natural Grade.
Y
10s-0 a— — t -- • — I — ^ I - -- .. _ .. ,
B 9 10 11 12 13 14
No.
Moisture - 9'o of pry Weight
J Keller, P ' =
File Copy
APPROVAL
PARTIAL
fucie County Building Department
to �d�g0anishiakes.com
0.+rf"'i-' wll',Fionald G_ Keller, P.E.:37293/SI
Lie. No,:860 / Juliet. Keller, PE.: 68366
TIP `L 9
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
DATETESTED January 24, 2018
PERMIT # 1712-0154
CONTRACTOR Wynne Development
JOB LOCATION 82 Mediterranean North
Spanish Lakes 1
Port St. Lucie, Florida
KSM JOB # : 180256-1 d/MH/ct
ITEM TESTED : Compacted Foundation Fill
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
N.W.
0" - 12" 54
111.6 112.2
99.5
2.
N. E.
" 51
111.2 it99.1
3.
Center
50
110.9 It98.8
4.
S.W.
50
108.7 to96.9
5.
S.E.
50
107.2 to95.5
Soil Description:
Brown Clayed Sand 113.0
W I I I I I I
In Place Moisture: E I I I I I I
10.1 Percent I
Optimum Moisture: G
00�
H
11.0 Percent T I I I I I
I I I I I
Max. Dry Density: p I
111.0 ..—.... ....�—.—.�.—..—��..—.._
112.2 P.C.F. I I I I I
@ Test Locations The
C I I I I I I
Density & Penetrometer F I I I I
Readings Indicate the 110.0-
Degree of Compaction Meets I I I I I I
Minimum Required D I I I I I I
fq Mkl" btv;dation. R I I I I I
+" R . , `fi�ken to Natural Grade. Y 109.o 4--•—•I—••—•I•—••—I•—••-4••—••4
8 9 10 11 12 13 14
Moisture - % of Dry Weight
i � fly 1
40
ttd—Zo. t ucie County Building Department
lc�ti�?anishlakes.com
°°'°�oilRonald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366