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 FAX (772) 589-6469
SCANNED
SOIL COMPACTION REPORT BY
ASTM D 1557 and ASTM D 2922 St Lucie County
DATE TESTED March 27, 2018
PERMIT # 1712-0736
CONTRACTOR Wynne Development
JOB LOCATION 8 Bernardo
Spanish Lakes 1
Port St. Lucie, Florida
ITEM TESTED Compacted Foundation Fill
KSM JOB # : 181047-1 d/MH/cv
TEST LOCATION DEPTH *PEN
DRY
MAX. DRY PERCENT
OF SAMPLE READ
DENSITY
PROCTOR VALUE COMPACTION
1. N.W. 0" - 12" 50
107.4
110.8 96.9
2. N.E. it50
106.9
1196.5
3. Center IT50
108.4
it97.8
4. S.W. to50
107.2
96.8
5. S. E. It50
109.0
98.4
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
6.9 Percent
111.0
Optimum Moisture: H
11.0 Percent T
I
I
I I I I I
Max. Dry Density: P
I
I I I I I
110.8 P.C.F. •
110.0
_.�_.._ ._.._�._.. _.. .._.._
I I I I I
C
1
@ Test Locations The
I I I 1 I
Density & Penetrometer F
I I I I I
Readings Indicate the
109.0 —
— _.I.—.._l._..J.._. 1.._.._
Degree
action MeetsMir`uge
A0QI
doe Di�0-0er
�'�Y
Pert'i iri�o Natural Grade.
108.0
U Res 1• • =
8
9 10 11 12 13 14
v =
Moisture - % of Dry Weight
ucie County Building Department
Email'><d!klmt y►@ panishlakes.com
Ronald G. Keller, P.E.: 37293 / SI Lic.
No.: 860 /
Julie E. Keller, P.E.: 68366
03/29/2018 08:19 7?0r,199C4C9 KSM ENGINEON( PAGE 03/05
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KELLER, SCHLEICHER 8t MeoWILI,IAM 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) 7613-84M8
FAX (561) 846-8876 - E-Mail: KSM @KSMENGINEERING. 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 March 27, 2018
PERMIT # 1712-0736
CONTRACTOR Wynne Development
JOB LOCATION 8 Bernardo
Spanish Lakes 1
Port St. Lucie, Florida
ITEM TESTED : Compacted Foundation Fill
KSM JOB # : 181047-1 d/MH/cv
RECEIVED
MAR 10 !Qle
Permitting Department
St. Lucie County
TEST LOCATION
DEPTH " PEN
DRY MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY PROCTOR VALUE
COMPACTION
1,
N.W.
0" - 12" 50
107.4 110.8
96.9
2.
N.E.
I I 50
106.9 "
96.5
3,
Center
it50
108.4 if97.8
4.
S.W.
FF 50
107.2
96.8
5.
S.E.
" 50
109.0
98.4
Soil Description:
Brown Sand with Traces of
Shell and Clay Fragments
In Place Moisture:
6.9 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
110,8 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
for S 6U P-6thdation-
to Natural Grade
N
:Ja►alie
'J 51
W
E
I j
I
G
I I i
111.0 —
T
1-------�
I
I I
I
p
I I
110.0-
C
r
F ,
109.0 ! .._.] ,,.j.—..—I.r ..J..r..
I I 1 I
D I I ! I I I
R I ( I I I I
Y 108.0
8 9 10 11 12 13 14
Moisture - % of Dry Weight
County Building Department
Qyi;triishlakes. com
Julie E. Keller, P.E.- 683636
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 wwvw.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 # 1712-0736
KSM JOB # : 181047-1 d/MH/cv
CONTRACTOR Wynne Development RECEIVED
JOB LOCATION 8 Bernardo APR 0 4 7018
Spanish Lakes 1 Permitting Department
Port St. Lucie, Florida St. Lucie Countv
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" 50
107.4 110.8
96.9
2. N.E. 50
106.9
96.5
3. Center 50
108.4
97.8
4. S.W. 50
107.2
96.8
5. S. E. 50
109.0
98.4
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
6.9 Percent
111.0
Optimum Moisture:
H
11.0 Percent
T
I I I I I
I
I
Max. Dry Density:
110.8 P.C.F.
p
I I I I
I
I I I I
I
I
@ Test Locations The
Density & Penetrometer
F
I I I I
I
Readings Indicate the
109.0 — _.I._.._l._..J.._.
1.._.._
Degree of Compaction Meets
II I I
Minimum Required
D
I I I I I
I
for`W096U [rhOtion.
R
Y
I I I I I
I
en to Natural Grade.
108.0 �— _.I_.._.I._.._I._..�.._..�
.._..,
8 9 10 11 12
13 14
N _ _ _ _-- - _-
Moisture - % of Dry Weight
:.Julie- -- a er,
sl IF
die County Building Department
lshlakes. com
'fit I I I I I I I ON Ronald G. Keller, P.E.: 37293 / SI
Lic. No.: 860 / Julie E. Keller, P.E.: 68366