HomeMy WebLinkAboutSOIL COMPACTION REPORTAMOZAVA
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 November 29, 2018 KSM JOB # : 184108-1d/SS/cv
PERMIT # 1808-0530
A
CONTRACTOR Wynne Development SCANNED R �,
JOB LOCATION 6200 Nuevo Lagos St. Lucie ie E'6 0 s o
Spanish Lakes Fairways County R d r
Fort Pierce, Florida �? 3
ITEM TESTED Compacted Foundation Fill for the Pavilion Slab
TEST LOCATION DEPTH `PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. North 0" - 12" 41 104.2 106.0 98.3
2. South " 38 103.5 97.6
Soil Description:
Yellow Sand
In Place Moisture:
7.0 Percent
Optimum Moisture:'
12.0 Percent
Max. Dry Density:
106.0 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
N
OF
to Natural Grade.
107.0 i
W I
E
G 106.0 L
H I
T i
C
F I I I I I
104.0 ..—.�—..—�.—.. �..—.. �..—..I—..—.
D
R I I I I I I
9 10 11 12 13 14 15
Moisture - % of Dry Weight
County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
11/30/2018 14:03 7725896469
KSM ENGINEERING,
PAGE 01/01
IVC1t
A%ij ♦VW
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) sag-0712
PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (661) 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 November 29, 2018 KSM JOB#: 184108-1 d/SS/cv
PERMIT # 1808-0530
CONTRACTOR Wynne Development
JOB LOCATION 6200 Nuevo Lagos
Spanish Lakes Fairways
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill for the Pavilion Slab
TEST LOCATION DEPTH *PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. North
2. South
Soil Descript
Yellow Sand
In Place Mc
7.0 Percent
Optimum Mo
12.0 Percent
sill
Max. Dry Density:
106.0 P.C.F.
0" - 12" 41
" 38
N LL
co (O C
N N O
o pU
M � �
C c 'u
z � J
� N
0)
a
@ Test Locations T >e
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
_ ? N
OF
to Natural Grade.
104.2 106.0 98.3
103.5 1197.6
107.0
W I
E
G 106.0 �—
H I
T i
P
C I I I
F
I
I I I I
104.0
D
R103.0
9
10 11 12 13
14 15
County Building Department
Moisture - % of Dry Weight
rrrrtlrN+`'
Ronald G. Kvllcar. P.E.: 37293 / SI Lie. Ne : 860 / Julie E. Keller. P.E.: 68366
r