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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 December 20, 2018 KSM JOB # : 184381-1d/SS/cv
PERMIT # 1811-0098
CONTRACTOR Wynne Development '9C4 SZID RECEIVED
JOB LOCATION 55 El Camino Real 'SQ(/C�e D1AN : 0 7 ?mq
Lakes I
Portnish St. Lucie, Florida Unt� Permitting Departmem
St. Lucie Count
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" 45 106.5 109.3 97.4
2. S.E. 39 104.8 95.9
3. Center 42 105.3 96.3
4. S.W. 46 107.1 98.0
5. N.W. 43 105.7 96.7
Soil !Description:
Brown Sand with
Traces of Clay 110.0 I I I I I I
In Place Moisture: W
8.4 Percent E
I I I I I
Optimum Moisture: G I
12.0 Percent H I I I I I I
T 109.0 I _.i_.._.. �.. . - .._..I_.._.
Max. Dry Density:
109I3 P.C.F. P
@ Test Locations The C I I I I I I
Density & Penetrometer
108.0
F
Readings Indicate the — —
I I I I I
Degree of Compaction Meets j I I I I
Min �Q � D
I I I I I
'e keif o Natural Grade. R I I I I I I
Y 107.0 �—••—•
Rom. ctfu ed:� _,._..�.._.. r.._..,_.._.,
9 10 11 12 13 14 15
' - - Moisture - % of Dry Weight
F� ' cie County Building Department
E-m&v�)i T vvnnebc.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
L `12/21/2618 14:04 7725896469 KSM ENGINEERING PAGE 01/03
' I
K�ELLER, SCHLEICHER & MaoWILLIAM ENGINEERI PALMM�RTN AC 561) 755 pO. BOX 78-1377 SEBASTIAN, FL 32�7 IN
,o S T� QP
PALM BEACH (561) 845-7445 r 9_0Y
SAX (561) 845-8876 www-ksmongineering.net MELBOURNE (321) 768-8488
C.4._ 5693 E-Mail: KSM@K8MENGINEERING.NET ST. LUCIE (772) 229-W93
FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED December 20, 2018 KSM JOB # ; 184381-1d/SS/cv
PERMIT # 1811-009$ .p
FCF
CONTRACTOR Wynne Development
,OB LOCATION 55 El Camino Real
Spanish Lakes 1 Pcgd�
Port St. Lucie, Florida
ITEM TESTED Cam acted Foundation Fill
I
1.1
TEST LOCATION
OF SAMPLE DEPTH
1I, N.E. 0" - 121,
2;. S.E. 11
3 Center ri
4�. S.W. .91
51. N.W. T?
Soil Description:
Brown and with
Traces of Clay
In Place Moisture:
S I4 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
1I9.3 P.C.F.
Q Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
IVII.Q'kWR r r0gg6ldn,
" PEN DRY MAX, DRY
READ DENSITY PROCTOR VALUE
to Natural Grade,
PERCENT
COMPACTION
45
106.5 - 109.3
97.4
39
104.8
95.9
42
105.3
96.3
46
107.1
98.0
43
105.7
96.7
110,0 I ( ! ( I I
w
E
I
G I I I I I
M 1as.i7 I I I I I
P I
I I
C ( ► I 1 1 j
F 108.0
I I I I •I �I
i i i j i
p
R I l 1 I I
Y 107.0
9 10 11 12 •13 14 15
Moisture - % of lary Weight
die County Building Department
ebc.com
Ronald G. Ke,,Ilcr, P.E.; 37293 / GI Lic. No.: A60 / Julie E, Keller; P.B.: 6s366