HomeMy WebLinkAboutKSM Soil Compaction ReportA%LJivi
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 January 15, 2018 KSM JOB # : 180152-1 d/JV/cv
PERMIT # 1708-0360
CONTRACTOR David Etheridge
JOB LOCATION 5713 Killarney Avenue
Fort Pierce, Florida
JAN 2 6 2018
permitting Department
St. Lude county
ITEM TESTED Compacted Foundation Fill for the Shed Pad
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
N.W.
0" - 12" 50
115.9 116.8
99.2
2
Center
50
114.1
97.7
3.
S. E.
50
114.8
98.3
Soil Description:
Dark Brown Silty Sand
In Place Moisture:
10.0 Percent
Optimum Moisture:
10.0 Percent
Max. Dry Density:
116.8 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
De
g!Ajjgj&Compaction Meets
RA�icn9mlR��(&ed for
dr;�-.n to Natural Grade.
118.0 I I I I I
W I I I I I
E I
117.0
G j I I I I
H
T _.1_.._.I_.._.
116.0 l— —..L_ ._..I_.._..
p
C 115.0 ......I_.._.� _.j_.._.
F
• I I I I I
114.0 —
D
R I I I I I
8 9 10 11 12 13 14
Moisture - % of Dry Weight
tt. Lucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
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 (581) 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 1657 and ASTM D 2922
DATE TESTED January 15, 2018 KSM JOB # : 180152-1d/JV/cv
PERMIT # 1708-0360
RECEIVED
CONTRACTOR David Etheridge
JOB LOCATION 5713 Killarney Avenue JAN 2 3 2018
Fort Pierce, Florida ST, Lucie county, Permitting
ITEM TESTED Compacted Foundation Fill for the Shed Pad
TEST LOCATION
* PEN
DRY
MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY
PROCTOR VALUE
COMPACTION
1. N.W.
0" - 12" 50
115.9
116.8
99.2
2 Center
50
114.1
97.7
3. S.E.
50
114.8
98.3
Soil Description:
Dark Brown Silty Sand
In Place Moisture:
10.0 Percent
Optimum Moisture:
10.0 Percent
Max. Dry Density:
116.8 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required for
\` 6CIO41%on
\`\ j,gken to Natural Grade.
Id:
N /
W
E
I
G
H
T
P
C
F
D
R
Y
Moisture - % of Dry Weight
pppROVEG
t�re�l
ucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
01/16/2018 17:05 7725e%4�9_1KSM ENGINEERING PAGE 01/01
IVCti A
A%1-13M
KELLER, SCHLEICHER & MacWIL.LIAM 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) 645-8876 E-Mail: K$M@KSMENGINEERINC.NET ST. LUCIE (772) 220-9093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED January 15, 2018 KSM JOB # : 180152-1 d/JV/cv
PERMIT # 1708-0360
CONTRACTOR David Etheridge
JOB LOCATION 5713 Killarney Avenue
Fort Pierce, Florida
ITEM TESTED Com acted Foundation Fill for the Shed Pad
TEST LOCATION DEPTH w PEN ' DRY. MAX. DRY PFRCENT
OF SAMPLE READ DENSITY ' PROCTOR VALUE COMPACTION
1.
N.W.
0" - 12" 50
115.9 116.8
99.2
2
Center
50
114.1 "
97.7
3.
S.E.
50
114.8 If98.3
Soil Description:
Dark Brown Silty Sand
In Place Moisture:
10.0 Percent
Optimum Moisture:
10.0 Percent
Max. Dry Density:
116.8 R.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degrjqgjgf compaction Meets
M_Nisn%rpA Al(ft_d for
to Natural Grade.
w
E
G
H
T
P
C
F
D
R
Y
JAN 16 2g1R
ttin9
_ucie
Lucie County Building Department
l�i1i1411�
_J
Ronald G. Keller, PE.: 37293 /SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366