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KELLER, SCHLEICHER & MacWILLIAM ENGINEERIFAEQQ IN
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
_ PALM BEACH (561)84§-7- 45
-- _ www.ksmengineering:net-- - - - MELB0.URNE.(321)Z6a_-8488_
FAX (e6,)
56645-8876 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 January 10, 2019 KSM JOB # : 190150-1d/SH/ct
PERMIT # 1812-0499
CONTRACTOR Brett Webster Tractor Inc.frrefelner Construction RECEivED
JOB LOCATION Muller Road SCANNED MAR 0 4 9p19
Fort Pierce, Florida BY
St. Lucie CountyPe Sitting Count Department
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.E. 0" - 12" 37 105.6 108.8 97.1
2. S.E. 38 106.3 97.7
3. Center 39 107.1 98.4
4. S.W. 38 106.1 97.5
5. N.W. 38 106.8 98.2
Soil Description:
Brown Sand
In Place Moisture:
8.6 Percent .
Optimum Moisture:
12.0 Percent
Max. Dry Density:
108.8 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required for
to Natural Grade.
110.0 1 I I I I I
W I I I I I I
E
I 109.0 .._.�_.._�._.. �.._.. .._..� .._.
G I I I I I
H I I I I I I
T
108.0 a —••—•I_.._ _..J.._.. .._..1 .._.
P I I I I I
• I I I I I I
C 107.0 .._..... ..�.._.
F I I I I I I
106.0 i .._.i_.._i._..i.._.. i .._..I .._.
R I I I I I I
Y 105.0 i—.._.i_.._�._..�.._..�.._..�.._.,
9 10 11 12 13 14 15
Moisture - % of Dry Weight
Lucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Llo. No.: 860 / Julie E. Keller, P.E.: 68366
X%Q11 A
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 IBM)_845-7445 _ �yAsmengineering.net __M_ELBOURNE (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
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
March 1, 2019
1812-0499
KSM JOB # : 190150-2d/SS/cv
Brett Webster Tractor Inc./Trefelner Construction
10055 Muller Road
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill - 2nd Lift
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
N.W.
12" - 24" 44
105.0 108.8
96.5
2.
Center
50
104.7
96.2
3.
S.E.
40
104.0
95.6
Soil Description:
Brown Sand
In Place Moisture:
8.6 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
108.8 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
110.0
W
E
109.0 .._.�_.._�._..
�.._.. .._..�
.._.
G
I I
I I
I
H
I I
I 1 I
I
T
106.0) .._.I—.._
_.. l.._.. .._..I—.._.
P
I I
I I
I
C
I I
107.0-.._.�_
I I I
._�._.. y.._.. t..
I
..�.._.
F
I I
I I I
I
I
106.0 i .._.i_.._i._..i.._..
I I I
i .._..I
.._.
D
R
I I
I I I
I
Y
105.0—.._.�_.._�._..�.._..
�.._..�.._.,
9 10
11 12 13
14 15
Department
Moisture - % of Dry Weight
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
R1.7iVR
KELLER, SCHLEICHER & MacWILL1AM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7765 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBAS nAN (772) 589-0712
PALM BEACH (561) 845--7445-- — — - wwwwksmengineering.net -- MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM®KSMENGINEERING.NEr ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED
PERMIT #
CONTRACTOR
March 1, 2019
1812-0499
KSM JOB # : 190150-3d/SS/cv
Brett Webster Tractor Inc./Trefelner Construction
JOB LOCATION 10055 Muller Road
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH PEN
DRY
MAX. DRY PERCENT
OF SAMPLE READ
DENSITY
PROCTOR VALUE COMPACTION
1. N.E. - 3rd Lift 24" - 36" 43
105.8
108.8
97.2
2. S.E. - 3rd Lift 45
107.3
98.6
3. Center - 3rd Lift 44
106.2
97.6
4. S.W. - Final Lift 36" - 48" 47
108.0
99.3
5. N.W. - Final Lift 43
104.6
96.1
6. Center - Final Lift 48
104.4
96.0
Soil Description:
Brown Sand
110.01
I I I I
I
W
I I I I
I
In Place Moisture:
E
I
9.1 Percent
1
109.0 ••_.�_.._I._..
�.._.. .._..�
.._.
G
I
I 1 I
I
Optimum Moisture:
T
I
I I I I
I
12.0 Percent
108.0-••-•I-••-
_..�.._. _..L_.._.
P
I
I I I
I
Max. Dry Density:
I
I I I I
I
108.8 P.C.F.
D
107.0 T-••_.j_
._j._.. �.._..y ..
..�.._.
F
I
I I I I
I
@ Test Locations The
Density & Penetrometer
106.0
Readings Indicate the
D
Degree of Compaction Meets
R
Y
105.0-••-•I-••-I•-••-I••-••
�••-••I-••-•
Minimum Required for
StMadoPBUpldaf ion
9
10 11 12 13
14 15
,P%� , KEL •'•
Moisture - % of Dry Weight
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