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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FIL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
F� (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NEr ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
DATE TESTED
'PERMIT #
CONTRACTOR
JOB LOCATION
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
April 1, 2013
1211-0247
PJ Trucking & Land Clearing
12374 Skyrnaster Street
Port St. Lucie, Florida
KSM JOB #: 130274-3d/SH/km
SCANNED
BY
St. Lucie County
ITEM TESTED
West Center Footers
TEST LOCATION
PEN
DRY MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY PROCTOR VALUE
COMPACTION
1. North
0" - 12" 58
113.1 117.3
96.4
2. C.W.
48
115.7
98.6
& South
50
113.3
96.6
Soil Descripti6n:
Brown dayed Sand
In Place Moisture:
8.3 Percent
Optimum Moisture:
10.0 Percent
Max. Dry Density:
117.3 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
to Natural Grade.
119.0-1
W
E I
G118-0
H
T
P
C
116.0—
F
115.0 4- - - — 4 — - - -4 - - — - I
D
R I
Y I
114.0 +-
7 8 9 10 11 12 13 14
County Building Department
)amail.com
Moisture - % of D VWLt%.%v E IV ED
APR 0 8 2013
Ronald G. Keller, P.E.:37293/Sl Llo. No.: 860 / Julie E. Keller, RE.:68366
e3�05/2013 23:39 772589E' K.S.M.ENG. PAGE 01/01
KSM
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MAR`rIN (R2) 337-7755 RO. BOX 78-1377, SEBASTIAN, FL 32,978-1377 SERASINAN (772) 589-0712
PALM REACH (561) 845-7445 www.ksmengineering.not MELBOURNE (321) 768-848S
FAX (561) M-8876 E-Mail: KSM(OKSMENGINEERING.NEr ST. LUCIE (772) 229-9093
CA; 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM 0 2922
DATE TESTED ; March 4, 2013 KSM JOB#; 130274-2d/ES/ics
PERMIT # 1211-0247 SCANNED
CONTRACTOR PJ Trucking & Land Clearing BY
JOB LOCATION 12374 Skymaster Street St. Lucie County
Port St. Lucie, Florida
ITEM TESTED : Compacted Foundation Fill - Final Lift
TEST LOCATION DEPTH � PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
N.E.
0" - 12" 44
ID9.1 112.5
97.0
2.
N.W.
.1 46
108.3
96.3
3.
Center
12" - 24" 42
108.8
96.7
4.
S.W.
44
107.9
95.9
5.
S. E.
40
107.5
95.6
Soil Description:
114.0-1 1
Light Brown Sand, Slight Clayed
W
E
in Place Moisture:
1113.0 +- i -i— - - 4 - — -
6.8 Percent
G
H
Optimum Moisture:
11.4 Percent
P
. 111.o ---------
Max. Dry Density:
c
112.5 P.C.F.
F110.0 —
@ Test Lo,%_WWjj4?
Density,p 0
D109.0
Rea cts W
'Vompacti
R
y
Degpe o t%<
MirlimunfR*080366
108-0 4- - -
. -
forb qdt?ikod Foundation
8 9 10 11 12 13 14 15
P;n tital Grade.
t
_&MWffq*n
Moisture - % of Dry Weight
r
. E, Kell&7?!P�'
and MgVAcr'_St. Lucie County Building Department RECEIVED MAR 0 6 2013
atrro-., pete.halinetals@gmail.r-om
Ronald G. Keller, P.E-: 37293 / $1 Lic. No.: 860 / Julie E. Keller, RE.: 68366
KSM
KELLER, SCHLEICHER & MacWILLIAIM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail; KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED February 18, 2013
PERMIT # 1211-0247
CONTRACTOR PJ Trucking & Land Clearing
JOB LOCATION 12374 Skyrnaster Street
Port St. Lucie, Florida
KSM JOB # : 130274-1 d/ES/km
SCANNED
BY
St. Lucie County
ITEM TESTED Compacted Foundation Fill
TEST LOCA TION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE .
READ DENSITY PROCTOR VALUE COMPACTION
1 . N.E.
0" - 12"
40
115.1 117.3
98.1
2. N.W.
.1
50
112.4
95.8
3. Center
12" - 24"
54
113.0
96.3
4. SW -
011-12"
46
112.0
95.5
5. S.E.
44
112.1
95.6
Soil Deicripti6n*-
Brown Clayed Sand
In Place Moisture:
7.5 Percent
Optimum Moisture:
10.0 Percent
Max. Dry Density:
117.3 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree.pj.Q9.mpaction Meets
1
Natural
119.01
W
E
d18.0
H
T I I
P
C
116.0
F
D
R
y I I
7 8 9 10 11 12 13 14
Moisture - % of Dry Weight
RECEIVED FEB 2 2 2013
County Building Department
Ronald G. Keller, P.E.: 37293/Sl Lic. No.: 860 / Julie E. Keller, RE.: 68366
02/19/2013 05:40 77258K,�-,9 K.S.M.ENG. PAGE 01/01
KSM
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MAR"N (772) 337-TT55 P.O. BOX 78-137-7, SEBASTIAN, FIL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ltsmongineering.net MELBOURNE (321) 768-BQ8
FAX (5B1) 845-8876 E-Mail. KSM@KSMENGINFERING.NET ST. LUCIE (772) 229-9093
C.A.; 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED February 18, 2013 K$M JOB#: 130274-1 d/ES/km
PERMIT # 1211-0247
CONTRACTOR PJ Trucking & Land Clearing
JOB LOCATION 12374 Skyrnaster Street
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.
N. E,
0" - 12"
40
115.1
117.3
98.1
2.
N.W.
11
50
112.4
95.8
3.
Center
12" - 24"
54
113.0
96.3
4.
S.W-
0" - 12"
46
112.0
95.5
5.
S. E.
'44
112.1
95.6
Soil Description:
Brown Clayed Sand
In Place Moisture:
7.5 Percent
Optimum Moisture:
10.0 Percent
Max. Dry Density:
117.3 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
DeoremmWom.paction Meets
Natural Grade,
119.01 1 1 1 1 1 1
W
E
G118.0
H
T
C I
F
115.0 4- - - - I- - - -I- - - - 4 - - —4- - - -
D
R
Y
7 8 9 10 11 12 13 14
County Building Departmeni
Moisture - % of Dry Weight
RECEIVED FEB 192013
Ronald G. Keller, RIE.: 372931 SI Lie. No.-' 860 / Julie E. Keller, P.E.:08366