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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
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
I
ITEM TESTED
ASTM D 1557 and ASTM D 2922
November 26, 2018 KSM JOB # : 184042-1d/SS/cv
1811-0121
Wynne Development
6580 Spanish Lakes Boulevard
Spanish Lakes Fairways
Fort Pierce, Florida
Compacted Foundation Fill
INC
Fll''�o
BOG• ,.
ste00/e co"h _
TEST LOCATION DEPTH
OF SAMPLE
* PEN
READ
DRY MAX. DRY PERCENT
DENSITY PROCTOR VALUE COMPACTION
1. N.W. 0" - 12"
50+
107.5 111.7
96.2
2. !N.E.
41
106.3 It95.2
3. Center
48
108.9
97.5
4. S.E.
37
108.7
97.3
5. IS.W.
50+
108.4
97.0
Soil Description:
Brawn and Tan Sand
with Clay
113.0 ! I I I
1
In Place Moisture:
W
6.8 Percent
E
Optimum Moisture:
G
112.0-
11.0 Percent
H
T
Max. Dry Density:
11 .7 P.C.F.
P
@ I est Locations The
C
Density & Penetrometer
Readings Indicate the
F
Degree of Compaction Meets
110.0
Minimum Required
fo(, $tM446 Figyndation.
R
�� iil:• �,eTaken to Natural Grade.
I I
�ti .••°••••••.
Y
I I
I
8 9 10 11 12
13 14
-. �• t40.
Moisture - IN, of Dry Weight
OF
0
ap���
:• � ude County Building
Department
•�;t
'®� I • • • ynnebc.com
Ronald G. Keller, P.E..
37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
11/27/2018 16:52 7725R9�469 KSM ENGINEERI!`!r-PAGE 02/05
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KELLER, SCHLEICHER & MacWILL.IAM ENGINEERING
MARTIN (772) 337-7755 11 N (',
go
PALM BEACH (561) 845-7445 PO. BOX 8-1 77, SEPASTIAN, EL 32978-1377 SEBASTIAN (772) 589-0712
F�1X (561) $45-f3876 www.ksmengineering.net MELBOURNE (321) 768-8488
.A.; 6693 E-Mail: KSM@KSMENGINEERING.NET 81 LUCIE (772) 229-9093
FAX (772) 589-6469
SOIL. COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED
November 26, 2018 KSM J013 # ; 184042-1 d/SS/cv
PERMIT # _
1811-0121
CONTRACTOR
Wynne Development
JOB LOCATION
65$0 Spanish Lakes Boulevard
G
Spanish Lakes Fairways
°a�.
Fort Pierce, Florida
ITEM TESTED
Compacted Foundation Fill
TEST LOCATION
OF SAMPLE
DEPTH *PEN DRY MAK DRY
PERCENT
READ DENSITY PROCTOR VALUE COMPACTION
1. N.W.
0" -12" 50+ 107.5 111.7
96.2
2. N.E.
41 106.3 "
95.2
3. Center
48 108.9
97.5
1. S.E.
°' 37 108.7
97.3
'. S.W.
50+ 108.4
97.0
3oi► Description;
3rown and Tan Sand
vith Clay
n Place Moisture:
5.8 Percent
)ptimum Moisture-
1.0 Percent
lax. Dry Density:
11.7 P.C.F.
q Test Locations The
Density & Penetrometer
R, eadings Indicate the
Degree of Compaction Meets
1lflinimum Required
f0(MM4a1I0FQ ndation.
aken to Natural Grade.
ti+` ted:
113.0
W
E
G
H
T
j I 1 I I j
4.
C I I I !
F
110.0 �- .....i _�._.. .._..T_ 1.._..�.
p
R I l I I {
S 9 10 11 12 13 14
Moisture % of Dry Weight
e County Building Department
bc.com
Donald G. Keller, f?E.:.17293 / SI Lic. No.: RfiO i Jufi. -.. Keller, RE._ 68366