HomeMy WebLinkAboutKSMK.ELLER, 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 SCANNED FAX (772) 589-6469
BY
SOIL COMPACTION REPORft. Lucie County
ASTM D 1557 and ASTM D 2922
DATE TESTED September 11, 2018 KSM JOB # : 183129-1 d/MH/cv
PERMIT # 1806-0600
CONTRACTOR Wynne Development
JOB LOCATION 35 Mediterranean Boulevard N.
Spanish Lakes 1
Port St. Lucie, Florida
ITEM TESTED
Compacted Foundation Fill
TEST LOCATION
* PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ
DENSITY
PROCTOR VALUE
COMPACTION
1. S.E.
0" - 12" 56
116.3
118.5
98.1
2. S.W.
of54
114.5
96.6
3. Center
55
115.9
97.8
4. N.E.
52
114.3
96.5
5. N.W.
54
114.1
96.3
Soil Description:
Brown Clayed Sand
with Shell Fragments
120.0 I
I I I
I I
In Place Moisture:
W
7.9 Percent
E
j
I I I
I I
Optimum Moisture:
10.6 Percent
Max. Dry Density:
118l5 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree�of Compaction Meets
n.
UU
to Natural Grade
1 119.0 _.t_.._�._..�.._.. r.._..I_.._.
G
H I I I I I
T
118.0—•._.i_.._ i.._ .._..j_.._.
P
I I I I I
C 117.0
.
F
116.0
D
R I I I I I I
Y 115.0
7 8 9 10 11 12 13
Moisture - % of Dry Weight
Lucie County Building Department
E'rtihiUbol rid)wr spanishlakes.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
K.ELLER, 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 September 11, 2018 KSM JOB # : 183129-1d/MH/cv
PERMIT'# 1806-0600
RECEIVED
CONTRACTOR Wynne Development
SEP .b S 2010
JOB LOCATION 35 Mediterranean Boulevard N. Permitting oe
Spanish Lakes 1 St'
Lucle counenr
Port St. Lucie, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION " PEN DRY MAX. DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE COMPACTION
1.
S.E.
0" - 12" 56
116.3 118.5
98.1
2.
S.W:,
If54
114.5
96.6
3..
Center
55
115.9
97.8
4.
N.E.'`
52
114.3
96.5
5.
N.W.
54
114.1
96.3
Soil Description:
Brown Clayed Sand
with Shell Fragments 120.0 - I I I I I
In Place' Moisture: W
7.9 Percent E I I I I I
119.0 i..—.f—..—t.—..�..—.. �..—..j—..—.
Optimum Moisture: G
10.0 Percent H I I I
T
Max. Dry Density: 118.0 I I I I
118.5 PI;C.F• P I I I I
@ Test Locations The —
117.0
Density'& Penetrometer I
Readings Indicate the F
Degreei;of Compaction Meets I I I I
Min'r,�wcmiRemired 116.0 I—..—.j_..—i._..i..—.. i ..—..j—..—.
�fo% egEo� ���t�on. D
n c'tfull u •I`In to Natural Grade.. Y
115.0
7 8 9 10 11 12 13
No
• - Moisture - % of Dry Weight
y . Jule 1(00F P.
I-II-
irl t
�� . • �� t ucie County Building Department
�f I@�panishlakes. com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
09/13/20181 13:27 77258964' KSM ENGINEERING. PAGE 02/04
K•ELLEIA, SCHLEI+CHER & MaCWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (661) 84.5-74-45 www.ksmengineering.not MIELBOURNE (321) 768-8488
FAX (561) 8,,45-8876 E-Mail: KSMnaKSMENGINEERING.NET ST. LUCIE (772)-229-9093
C.A.: 50931; FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D .2922
DATE TESTED September 11, 2018 KSM JOB # : 183129-1 MAY
PERMIT # 1806-0600
SEP 1.3 Zlltll
CONTRACTOR Wynne Development
Permitting Department
JOB LOCATION 35 Mediterranean Boulevard N. St. Lucie Counf
Spanish Lakes 1
Port St. Lucie, Florida
i�
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
4F SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
0" - 12" 56 116.3 118.5 98.1
2. S.W. 54 114.5 95.6
3. Center 55 115.9 97.$
4. N.E. 52 114.3 96.5
5. N.UV, 54 114.1 96.3
Soil b'escription:
Brown!Clayed Sand
with Shell Fragments 120.0 I I I I I
In Plane Moisture_ W I I I ! I
7.9 Percent 6
Opt!murn Moisture: 119.0
G
10. 0 Percent H I I I
T I I I I I
Max. Dry Density_ 118.0 _ . .. _ .. _ ..I_ ..... .
P
@a Test Locations The D 117.0 •- I — —I —
....
Density & Penetrometer j I I• I l l�
Readings Indicate the
Degree of Compaction Meets I l I I
MnrWrm 116.0 �.._.j r..—j.�.. f.._.. .._..j_.._.
T" use f �' tjon. ° I I I I ! I
a' n to Natural Grade. R I
ctfu! u FJII 115.0--..—.� _�.—.. r..— I — . —,
N.
7 8 9 10 11 12 13
.I
Moisture - % of Dry Weight
. i t
N
+%. tC•�' ucie County Building Department
panishlakes.com
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