HomeMy WebLinkAboutKSM REPORTSTl C0 1 t
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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@KSM ENGINEERING. NET
ST. LUCIE (772) 229-9093
C.A.: 5693
FAX (772) 589-6469
SOIL COMPACTION REPORT
SCANNED
ASTM D 1557 and ASTM D 2922
�t I.ur`), Go
DATE TESTED
March 7, 2019 KSM JOB
# : 190957-1 �tW/cv
PERMIT #
1811-0503
CONTRACTOR
Wynne Development
WXWFe
JOB LOCATION
60 Mediterranean Boulevard E.
MAR 15
Spanish Lakes 1
Permitting0c.
Port St. Lucie, Florida
St. Lucie
ITEM TESTED
Compacted Foundation Fill
TEST LOCATION
PEN DRY MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ DENSITY PROCTOR VALUE COMPACTION
1. N.E. 0" - 12"
54
114.5
116.3
98.5
2. S. E.
53
113.7
97.8
3. Center
54
114.8
98.7
4. N.W.
52
112.6
96.8
5. S.W. P52
112.2
96.5
Soil Description:
Brown Clayed Sand
117.0
I I I I
1
W
In Place Moisture:
E
6.3 Percent
I
G
116.0 L..—.�—..—�.
.. �.. ..—.—..—.
Optimum Moisture:
H
I
I I I I
I
11.0 Percent
T
j
I I
I
Max. Dry Density:
P
j
115.0 t..—
I I I I
I— —I•— 4••—••J-
I
— I—••—•
116.3P.C.F.
C
I
I I I I
I
@ Test Locations The
j
I I I
I
Density & Penetrometer
F
Readings Indicate the
114.0'T"—'
T
—'1—"—
Degree of Compaction Meets
Minirn
D
I I I I
I
fo, ttmi fop
R
I
,.•• �,
\erENs .,q .�
Y
I
113.0 +
I I I I
I
Resj�>tfu y S �
8
9 10 11 12
13 14
Moisture - % of Dry Weight
.
ide
County Building Department
\6licie
E-' , .I B nnebc.com
Ronald G. Keller, P.E.:
37293 / SI Lic.
No.: 860 !
Julie E. Keller, P.E.: 68366
15
03/08/2019 16:02 7725896469
KSM ENGINEERING _n PAGE 04/04
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KELLER, SCHLEICHER & MaoWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 6EBASTIAN (772) 589-0712
PALM BEACH (661) 645-7445 MELBOURNE 321 768-8488
FAX (561) 845-8876 wwW.kBrlSMENGINE-net ( ) 9093
C.A.: 5593 E-Mail: KSMC3KSMENGINEERING.NET ST. LUCIE 72) 229-
FAX 6469
SOIL COMPACTION REPORT sit $ YID
ASTM D 1557 and ASTM D 2922 COC/49 CO�nt_y
DATE TESTED March 7, 2019
PERMIT# 1811-0503
CONTRACTOR Wynne Development
JOB LOCATION 60 Mediterranean Boulevard E.
Spanish Lakes 1
Port St. Lucie, Florida
KSM JOB # : 190957-1 d/MH/cv
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ITEM TESTED
Com acted Foundation Fill
TEST LOCATION
DEPTH PEN
DRY MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY PROCTOR VALUE
COMPACTION
1. N-E.
0" -12" 54
114.5 116.3
98.5
2. S.E.
53
113.7
97.8
3. Center
54
114.8
98.7
4. N.W.
52
112.E
96.8
5. S.W.
52
112.2
96.5
Soil Description:
Brown Clayed Sand
In Place Moisture:
6.3 Percent
Optimum Moisture;
11.0 Percent
Max. Dry Density:
116.3 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
117.0 I I I I I
vv I I I I I I
E j I I I I
I
G 116.0 .
H I I I I I I
T j I I I
j I I I I
P
C
F
114.0 .._.j .. j._..7.._..".,_,�_.._.
p
IR I I I I I I
Y
8 9 10 11 12 13 14
Moisture - % of Dry Wolght
luilding Department
Ronald G. Keller, P.E.: 372993 /SI Lio. No.: 860 / Julie E. Keller, RE.; 68366