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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
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED March 16, 2018 KSM JOB # : 180942-1d/SS/cv
PERMIT # 1712-0008
CONTRACTOR P.J. Trucking & Land Clearing RECEIVED
JOB LOCATION 2583 Dyer Road MAR, 2 6 7018
Port St. Lucie, Florida Permitting Department
St. Lucie County
ITEM TESTED
Compacted Foundation Fill for the House Pad
TEST LOCATION
* PEN
DRY MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ
DENSITY PROCTOR VALUE
COMPACTION
1.
N.W.
0" - 12" 31
108.8 112.7
96.5
2.
N.E.
it34
107.9 To95.7
3.
Center
if42
110.0
97.6
4.
S. E.
of40
109.6
97.2
5.
S.W.
If37
108.5 of96.3
Soil Description:
Tan Sand with Clay
In Place Moisture:
9.2 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
112.7 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimutil IM-9 all! 1fad.for
o Natural Grade.
W 114.0
E
G 113.0-l—.._..I_.._..I_..—.1
H I
T I I I I
112.0—..r..—.:
P
C 111.0 L..—..l—./ . !—.._.J
F i
110.0 T—
D
109.0
Y 8 9 10 11 12 13 14
Moisture - IN, of Dry Weight
OOF
Id ileF,
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Fax ari��IWllabiLucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
03/19/2018 13:36 7725896� KSM ENGINEERINi PAGE 01/01
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KEL.LER, SCHLEICHER & MacWILL.IAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. SOX 78-1377 SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-744.5 ' MELBOURNE
FAX (561) $9�5-8876 'N�.ksmengineering.net (321) 768-8488
E-Mall: KSMOKSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (77?-) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED March 16, 2018 KSM JOB # : •180942=1 d/SSlcv
PERMIT # 1712-0008
CONTRACTOR P.J. Trucking & Land Clearing FRECEIVEDJOB LOCATION 2583 Dyer RoadPort St. Lucie, Florida AR 2 0 2018
IST Lucie County, Permltting
ITEM TESTED
Compacted Foundation Fill for the House Pad
TEST LOCATION
DEPTH * PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY
PROCTOR VALUE
COMPACTION
1.
N.W.
0" -12" 31
108.8
112.7
96.5
2.
N. E.
11 34
107.9
if
95.7
3.
Center
42
110.0
"
97.6
4.
S.E.
40
109.6
97.2
5.
S.W.
37
108.5
96.3
Soil Description -
Tan Sand with Clay
In Place Moisture:
9.2 Percent
Optimum Moisture:
11,0 Percent
Max. Dry Density:
112.7 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
MinimunolftWilmd fnr
Fax a
Natural Grade,
MoiSWM - % of Dry Weight
File Copy
PARTIAL APPROVAL
1 Lucie County Building Department
Ronald G. Keller, P.E.; 37293 / 81 Lie. No.: 860 ! Julio E, Keller, P,E.; 68366