HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTtl C 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@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
March 2, 2018
1712-0539
James Busby
18700 Mach One Drive
Port St. Lcuie, Florida
ITEM TESTED Compacted Foundation Fill
KSM JOB # : 180726-1 d/SS/jl
RECEIVED
MAR 19 2W
ST. Lucie County, Permitting
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
N. E.
0" - 12" 50
109.4 111.1
98.5
2.
S. E.
50
109.1
98.2
3.
Center
48
108.6
97.7
4.
S.W.
45
106.2
95.6
5.
N.W.
45
107.5
96.8
Soil Description:
Brown Sand
112.0 1 I I I I I
with Clay
W
I I I I I I
In Place Moisture:
E
I
I I I I I I
6.7 Percent
111.0 �.._..I_.._.I_. _G._..�.._.._
H
I I I I I I
Optimum Moisture:
T
11.0 Percent
I I I I I
P
110.0
Niax. Dry Density:
C
111.1 P.C.F.
I T I I I
@ Test Locations The
F
109.0 1— —'1—"—'
Density & Penetrometer'
I I I I I I
Readings Indicate the
D
I I I I I I
Degree of Compaction Meets
R
108.0-.._.;—.._.�_..-�._.._�._..�.._..�
WOMUMIReAuired
Y
�r'I� tiiindation
8 9 10 11 12 13 14
• �I•••
;•PRO > T•ken to Natural Grade.
t nArt�i t I�m#%P_d
o
Moisture - /o of Dry Weight
a • 0
• I er
'•. erg �
auWe�ladesag.com
6iat Lucie County Building Department
a � t
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
KELLER, SCHLEICHER & MacWILL.IAM 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 March 2, 2018
PERMIT # 1712-0539
CONTRACTOR James Busby
JOB LOCATION 18700 Mach One Drive
Port St. Lcuie, Florida
ITEM TESTED Compacted Foundation Fill
KSM JOB # : 180726-1 d/SS/jl
MAR - 7 2018
TEST LOCATION
* PEN
DRY
MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY
PROCTOR VALUE
COMPACTION
1.
N.E.
0" - 12" 50
109.4
111.1
98.5
2.
S.E.
If50
109.1
98.2
3.
Center
48
108.6
97.7
4.
S.W.
45
106.2
95.6
5..
N.W.
45
107.5
96.8
Soil Description:
Brown Sand
with Clay
In Place Moisture:
6.7 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
111.1 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
MinirruimoReauired
ation
�en to Natural Grade.
9 �
4 �
W
I 7
Jul' : 4
WS O
ode* sag.com
'M cie County Building Department
.,NA,`
>ootaa1tSt5��
No.
Moisture - % of Dry Weight
03/02/2018 14:21 7725814 KSM ENGINEERI PAGE 01/01
spalkAff
A%LJ.LVi
KELLER, SCHLEICHER & Mac,WILLIAM, ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 I?O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASIIAN (772) 589-0712
PALM BEACH (561) 845-7445 wwwAsmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. L.UCIE (772) 229-9093
G.A.: 5693 FAX (772) 689-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED
March 2, 2018
KSM JOB # : 180726-1d/SSljl
PERMIT #
1712-0539
CONTRACTOR
James Busby
JOB LOCATION
18700 Mach One Drive
-
MAR - 2 2018
Port St, Louie, Florida
ITEM TESTED
Compacted Foundation Fill
TEST LOCATION
DEPTH IF PEN
DIY
MAX- CRY
PERCENT
OF SAMPLE
READ
DENSITY.
PROCTOR VALUE
COMPACTION
1. N-E.
0" -12" 50
109,.4
111.1
98.5
2. S.E.
50
109.1
98.2
3. Center
1148
1.08.6
if97.7
4. S.W,
Is45
106,2
it
95.6
5. N.W.
IF45
107.5
IF96.8
Soil Description_
Brown Sand
with Clay
In Place Moisture:
6.7 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
111.1 P.C.F.
Q Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meats
to Natural Grade.
112.0 1 1 1 1 1 1
E I I I I I I
I I I I I I
G
H I 1 1 I I 1
C i T i I i V
o I I I I I
R Y 108.0
8 9 10 11 12 13 14
Moisture - % of Dry Weight
Lucie County Building Department
Ronald G- Keller, PE.: 37293 / S1 Lic. No.: 860 / Julie E. Keller, P.E.: 68366