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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN V72) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 wwwAsmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.AJ: 5693 FAX V72) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED February 20, 2019
PERMIT # r1.901-04N
CONTRACTOR Above & Beyond Developing
JOB LOCATION 11100 Carlton Road
Port St Lucie, Florida
ITEM TESTED Compacted Foundation Fill for the House Pad
KSM JOB # : 190588-2d/SS/cv
SCANNED
BY
St. Lucie County
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.W. 12" - 24"
50+
112.3
115.0
97.7
2. N.W.
111.7
97.1
3. Center
113.7
98.9
4. N.E.
115.2
100.2
5. S.E.
113.0
98.3
Soil Description:
Tan Sand with Clay
w
116.0 ,
and Some Rock
E
I
I I I
I
In Place Moisture:
I
I I
I I I
I
11.2 Percent
G
115.0 .._.I_.._l.—..
_..1.._..L.._..
H
Optimum Moisture:
T
I
I I I
I
11.0 Percent
I
I I
I
P
I I
I I
I
Max. Dry Density:
1140 I—••—• —••
115.0 P.C.F.
C
I I
I I I
@ Test Locations The
F
I
I
I I I
I
Density & Penetrometer
113.0 �.._.�_.._I•_,•
I••_•• I „_.•I
.....
Readings Indicate the
D
I
I I I
I
Degree of Compaction Meets
R
I
I I I
I
Minimum Required
Y
I
I I I
I
for Uottaktdfigyndation
112.0 -1-- —•i—•
—i•—••—i-•— + •—•
�••—•,
F _ le&.
8 9
10 11 12
13 14
Moisture - % of Dry Weight
Saint Lucie County Building Department
f I1I I IOW Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
/-"o/ - aYV,6
� PN
KELLER SCHLEICHER & MacWILLIAM ENGINEERIFJTECQIN.
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
1 SOIL COMPACTION REPORT
i
ASTM D 1557 and ASTM D 2922
DATE TESTED
February 20, 2019
KSM JOB # : 0588=2d/S&/ev---7
PERMIT#
1901-0486
RECEIVED
CONTRACTOR
Above & Beyond Developing
5
FEB 2 2919
JOB LOCATION
11100 Carlton Road
Department
Port St Lucie, Florida
permitting
St. Lucie County, FL
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. S.W.
12" - 24" 50+
112.3
115.0 97.7
2. N.W.
111.7
97.1
3. Center
113.7
98.9
4. N.E.
115.2
100.2
5. S.E.
113.0
98.3
Soil Description:
Tan Sand with Clay
and Some Rock
In Place Moisture:
11.2 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
115.0 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
116.0 ,
W I
E
H 115.0
T
P I
114.0 I—.•— j—
c I I
F
• I I
113.0 �• — :—
D I
R I
Y I I
112.0 4—•--•1-
8 9
Moisture - % of Dry Weight
Saint Lucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 6B366
TAP C19 �
KELLER, SCHLEICHER & MacWILLIAM ENGINEER I T N
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 As 2) as-o 12
PALM BEACH 561)845-7445 - MELBOURNE 321 768-8488
FAX (561) 845-8876 www.@KSMENGINEERI ST. LUCIE 772) 22 -
E-Mail: KSMQKSMENGINEERING.NET ( ) 9 9093
C.A.: 5693 FAX (772) 589-6469
DATE TESTED
PERMI•T.#
CONTRACTOR
Pro] 3 X9197_XIlC7�1
ITEM TESTED
SOIL COMPACTION REPORT D I SA P P M/ p r
ASTM D 1557 and ASTM D 2922
February 8, 2019 KSM JOB # : 190588-1 d/SS/jl
1901-0486
Above & Beyond Developing
11100 Carlton Road
Port St Lucie, Florida
Fill for the House Pad
FEB 15 2019
Permitting Deportment
St. Lucie County, FL
TEST LOCATION DEPTH
PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY
PROCTOR VALUE COMPACTION
1. N.W. 0" - 12"
51
114.7
115.0
99.7
2. N.E.
43
111.2
96.7
3. Center
47
113.0
98.3
4. S.E.
45
112.8
98.1
5. S.W.
43
111.9
97.3
Soil Description:
Tan Sand with Clay
116.0 i
I I I
I I
and Some Rock
w
E
I
I I I
I I
In Place Moisture:
I
I
I I I
I I
10.7 Percent
G
115.0—••—•I—••—I
—
+—••i—••—••
Optimum Moisture:
H
I I I
I I
11.0 Percent
T
I
I I
I
Max. Dry Density:
P
114.0—••—•I_.•
I._„ I•,_.•
I •, ••I ••_••
115.0 P.C.F.
�
I I I
I
I
@ Test Locations The
F
I
I I I
I I
I I
I I
Density & Penetrometer
113.0..—.i_.._�.—..�..—..�.._..�..—..
Readings Indicate the
I
Degree of Compaction Meets
D
I I I
I I
Minimum Required
R
I I I
I I
fQ�.�fflia�e�oys�dation
Y
112.0—••—•I—••—I•—••—I••—••+••—••I—••—•,
8
9 10 11
12 13 14
71, n.
Moisture - % of Dry Weight
Saint Lucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller. P.E.: 68366