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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 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (56845-8876 8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1567 and ASTM D 2922
DATE TESTED September 9, 2019 KSM JOB # : 193493-1d/MH/cv
PERMIT #
CONTRACTOR
JOB LOCATION
1907-0205
Ghazanfar Saeed
7704 Citrus Park Boulevard
Lakewood Park
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill
SCANNtU
BY
St. GiriP rhint,
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.W.
0" -12" 50
110.1 113.6
96.9
2. N.E.
50
110.0
96.8
3. Center
53
113.6
100.0
4. S.W.
50
107.9
95.0
5. S.E.
50
109.6
96.5
Soil Description:
Brown and Gray Sand
with Shell Fragments
In Place Moisture:
7.1 Percent
Optimum Moisture:
11.8 Percent
Max. Dry Density:
113.6 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
115.0 1 1 1 1 1
W I I I I I
E I I I I I
H I I I I I
T I I I I
I I I I I
P 113.0 I—..Z11
.._.._�..—.. .�._.._..
C I F112.0.._.._i._..—.I _.._..
D I I I I I
R I I I I I
Y 111.0—.._..4- ._....,
9 10 11 12 13 14
Moisture - % of Dry Weight
n; St. Lucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
IV calks
Z%1jAVi
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 September 9, 2019 KSM
PERMIT # 1907-0205
CONTRACTOR Ghazanfar Saeed SI;ANNW
JOB LOCATION 7704 Citrus Park Boulevard BSt. �l1f:iPcOUI1fV
Lakewood Park
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill
SEP 1 1 2019
Permitting Department
St. Lucie County, FL
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.W.
0"-12" 50
110.1 113.6
96.9
2. N.E.
50
110.0
96.8
3. Center
53
113.6
100.0
4. S.W.
50
107.9
95.0
5. S.E.
50
109.6
96.5
Soil Description:
Brown and Gray Sand
with Shell Fragments
In Place Moisture:
7.1 Percent
Optimum Moisture:
11.8 Percent
Max. Dry Density:
113.6 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
115.0 1
W
E I I
I
G 114.0—••—••
H I I
T I I
P 113.0
C I I
112.0
D I I I I I
R I I I I I
Y I.._.._ I.—.._.
9 10 11 12 13 14
Moisture - % of Dry Weight
; St. Lucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366