HomeMy WebLinkAboutSOIL COMPACTION REPORTrr
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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
ITEM TESTED
TEST LOCATION
OF SAMPLE
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
December 11, 2015
15-060568
KSM JOB # : 152703-1d/MH/aj
Wynne Development SCANNED
40 Mediterranean Boulevard BY
Spanish Lakes 1 St. Lucie County
Port St. Lucie, Florida
Compacted Foundation Fill
DEPTH PEN DRY MAX. DRY PERCENT
READ DENSITY PROCTOR VALUE COMPACTION
1.
N.W.
0" - 12" 40
107.1 112.0
95.6
2.
N.E.
38
109.3
97.6
3.
Center
36
108.9
97.2
4.
S.W.
44
108.6
97.0
5.
S.E.
40
109.0
97.3
Soil Description:
Brown Sand with Slight Shell
In Place Moisture:
8.4 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
112.0 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree ot�Q4s"eraiAn Meets
for
.11
113.0
W
EG 112.0
I I I I I I
H I I I I I I
T i
I I I I
P 111.0-� .._..� .._. _.._.. .._.. .. .. .._.._
• I I I I I
c I I I I I
F I I I I I
110.0 �.._.. .:_.. i .._.. i .._.. i .._..�.._.._
I I I I I I
D I I I I I I
R
Grade. y 109.0 �.._..�.._..�.._.. F.._..+.._.. }.._..�
8 9 10 11 12 13 14
/69— •; Moisture - % of Dry Weight
,'A,o RECEIVFn nrp G
Building DepartmentIts1
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
12/11/2015 17:07 7725896469 KSM ENGINEERING PAGE 01/03
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KEL•LER, SCHLEICHER & MacWILLIAM ENGINEERING AND
ETESITIIAN NGsf3NC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377
PALM BEACH (551) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-84BB
FAX (561) 845-8876 E-Mail: KSMCc�KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (T72) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
December 11, 2015
15-060568 ,
Wynne Development
40 Mediterranean Boulevard
Spanish Lakes 1
Port St. Lucie, Florida
ITEM TESTED Compacted Foundation Fill
KSM JOB # : 152703-1d/MH/aj
TEST LOCATION DEPTH 'PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
N.W.
0" -12" 40
107.1 112.0
95.6
2.
N.E.
38
109.3
97.6
3.
Center
36
108.9
97.2
4.
S.W.
44
108.6
97.0
5.
S.E.
40
109.0
97.3
Soil Description:
Brown Sand with Slight Shell
In Place Moisture:
8.4 Percent
Optimum Moisture:
11.0 Percent
Max, Dry Density:
112.0 P.C.F.
@ Test Locations The
Density 8 Penetrometer
Readings Indicate the
DearaBHFiSUmnaction Meets
x
Natural Grade.
113.0 , I I
I I
I
w
E
I I
I I
I
G
112.0.1_...—..�.._....—.
._..}...—..-j-.._.._
H
I I I
I I
I
T
I I I
I
I
P
•
111.0
I I
I I
I
C
I I 1
1 I
F110.0
I 1 I
1
I I
I
I I
I I
I I
I I
I
I
R
y
109.0—.._..j ..--. .._
... ..�.
8 9 10
11 12
13 14
Moisture-°/VegiweightVED DEC 14 2015
Building Department
Ronald G. Keller, P.E.: 37293 / SI Lie, No.: 860 / Julie E. Keller, P.E.: 68366