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: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 SCANNED FAX (772) 589-6469
BY SOIL COMPACTION REPORT
jT LUCIE C;nl tj jT1 ASTM D 1557 and ASTM D 2922
DATE TESTED April 18, 2018
PERMIT # 1712-0714
KSM JOB # : 181341 -1 d/SS/ct
CONTRACTOR Wynne Development RECEIVED
JOB LOCATION 13973 Gorrion MAY 0 9 2010
Spanish Lakes Fairways
Fort Pierce, Florida Permitting Lug 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.
N.E.
0" - 12" 50+ 113.5 116.0
97.8
2.
S. E.
It112.7 if97.2
3.
Center
It115.4 It99.5
4.
S.W.
It111.6 1196.2
5.
N.W.
112.3
96.8
Soil Description:
Brown Sand with
Clay and Shell Fragments
In Place Moisture:
9.9 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
116.0 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
for St@kked'P6uFQtion.
* IWncRfia"% i"Nen to Natural Grade
117.0
W I I I I I I
E I I I I I I
I I I I I I I
G 116.0
H
T I I I I I
I I I I
P 115.0 �— .—.�—.. �.—..--.--- -. ..—.._
C I I I I I I
F
I I I I I
114.0...—.I—..—.I.—..-1.—..J..—..1......
I I I I I I
D I I I I I I
R I I I I I I
Y 113.0-..—.(—..—.I.—..—I.—.. �..—..� ..—..,
8 9 10 11 12 13 14
Moisture - % of Dry Weight
No. -
- - o
Asid8RiATE 0 �✓
yipsfi,�G�Cie County Building Department
f�o�o�tt�at4fshlakes.com
ei f,m,10,11onald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN FL 3297.8-1377 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 1657 and ASTM D 2922
DATE TESTED April 18, 2018
PERMIT # 1712-0714
CONTRACTOR Wynne Development
JOB LOCATION 13973 Gorrion
Spanish Lakes Fairways
Fort Pierce, Florida
KSM JOB # : 181341 -1 d/SS/ct
RECEIVED
APR 2.44 7019
Permitting Departmem
St. Lucie Count"
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH * PEN
DRY MAX. DRY
PERCENT
OF SAMPLE READ
DENSITY PROCTOR VALUE COMPACTION
1. N.E. 0" - 12" 50+
113.5 116.0
97.8
2. S.E.
112.7
97.2
3. Center
115.4
99.5
4. S.W.
111.6
96.2
5. N.W. -
112.3
96.8
Soil Description:
Brown Sand with
117.0 i I I I I
1
Clay and Shell Fragments W
I I I I I
I
In Place Moisture: E
I I I I I
I
9.9 Percent 1
I I I I I
I
G
Optimum Moisture: H
11.0 Percent T.
Max. Dry Density: p
116.0 P.C.F.
115.0
I I I I I
@ Test Locations The aI
I I I
I
Density & Penetrometer F
I I I
I
Readings Indicate the
114.0
Degree of Compaction Meets
I I I I
I
Minimum Required D
I I I I I
I
for Stake0,Faurdaation. R
I I I I
I
* PEsrt° eurfgLrz 1 j1 to Natural Grade. Y
113.0 — I—
8 9 10 11 12
13 14
Moisture - % of Dry Weight
-J - =
.�
a1deS�A 4
... fit. ie*County Building Department
.
Err Flo &1 akes.com
�����,1f�AI,'
i G. Keller, P.E.: 37293 / SI Lic.
No.: 860 / Julie E. Keller, P.E.: 68366
64/19/2018 12:46 772589F�L KSM ENGINEERING PAGE 01/01
JL%GaJ
KELLER, SCHLEICHER & MacWVILLI.AM. 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.ksmenginearing.net MELBOURNE (321) 768-8488
FAX (561) 845.8876 E-Mail: KSM@KSMENGINE FRING-NE-T ST. LUCIE (772) 229�0093
C.A.= 5693 FAX (772) 589-6469
$OIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED April-18, 2018
PERMIT # 1712-0714
KSM JOB # : 181341 -1 d/SS/ct
RECEIVED
CONTRACTOR Wynne Development
JOB LOCATION 13973 Gorrion APR it 9 7.019
Spanish Lakes Fairways Permitting Department
Fort Pierce, Florida st. Lucie County
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.E. - -�
- 0" - 12" 50+ 113.5 116.0
97.8
2. S.E.
11 91 112.7 tv97.2
3. Center
" 115A if
99.5
4. S.W.
.111.6
96,2
5. N.W.
If11 112.3
96.8
Soil Description:
Drown Sand with
117.0 I I 1 I I
Clay and Shell fragments
W
! I I I I !
In Place Moisture:
E
I I I I I 1
9-9 Percent
I
I I I I I I
G
Optimum Moisture:
H
11,0 Percent
T
1 I 1 I I I
Max, pry Density:
116.0 P.G.F.
@ Test Locations The
C
j I 1 I I f
Density & Penetrometer
F
I j I
Readings Indicate the
Degree of Compaction Meets
Minimum Required
D
! I I l I
.for Stgked'PBum4d tion.
R
I I 1 I I
"jam �R�a n to Natural Grade.
Y
113.04 _.�_.._.j._.._4._..�.._..� .._..,
8 9 10 11 12 13 14
U
No. - ,�
Moisture - % of Dry Weight
M *
� h
•
' t �0ie County Building
Department
ttatip�shlakes.cam
a
s�'�•aa�N „nalc! G_ Kelier PE.: 37293 ! al
I..ir,. No.:
8f4 / JuHe E. Keller; P.E.: 683615