HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTI
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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) 845-8876E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 1 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTA D 1557 and ASTM D 2922
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
June 19, 2018 1
i
1805-0238
I
Mike McCalister
1
8303 North Boul
Ft. Pierce, Floni
)GANNS®
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S$ Lacle county
ITEM TESTED Compacted Foundation Fill for the Metal Bui
KSM JOB # : 182018-1 d/SS/ct
Slab
RECEIVED
JUN' 2 8.2018
Permitting Department
St. Lucl@ CpuntV
TEST LOCATION
PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
DEPTH
;*
1 READ
DENSITY
PROCTOR VALUE
COMPACTION
1.
N.E.
0" -12"
45
111.8
112.8
99.1
2.
S.E.
42
110.2
1197.7
3.
Center
i 40
109.4
If97.0
4.
S.W.
1 44
111.3
if98.7
5.
N.W.
37
107.7
if
95.5
Soil Description:
Brown & Tan Sand
with Clay .
In Place Moisture:
8.2 Percent
Optimum Moisture:
11.4 Percent
Max. Dry Den-sity:
112.8 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction
Meets Minimum
Foundation
1 to Natural Grade
rho°� ess e�sWt�°A
114.0
W
E I I I I I I
G113.0
H
T I I I I I I
112.0 t-••_a._..1. I_.._�. 1.._. �_.._
p I I I I I I
C 111.0 .4- 1. — _..I_.._
F I I I I I I I
I I I I I I
110.0 i.._1._...._.,�.._1._..1.._..�—.._
D I I I I I I
R I I I I I I
Y 109.0.._;._..4.._.4—.._;._..4.._..�— —�
8 9 10 11 12 13 14 15
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•'1,d�Saol.com
§tAucie County Building Department
enald G. Keller, P.E.: 37293 / SI Lic. No.: 860
Moisture - % of Dry Weight
/ Julie E. Keller, P.E.: 68366
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A% - A A
KELLER, SCHLEICHER & .MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377 SEBASTIAN FL '32978-1377 SEBASTIAN (772) 589-6712
PALM BEACH (561.) 645-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561)'845-8876 E-Mail: KSMCQKSMENGINEERING.NET ST. LUCIE (772) 229-9093.
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM4 D 1557 and ASTM D 2922 z,3
DATE TESTED June 19, 2018 KSM JOB # : 182018-1d/SS/ct
PERMIT # 1805-0238
RECEIVED
CONTRACTOR Mike McCalister
JOB LOCATION 8303 North Boulevard JUN 2 5 2010
Ft. Pierce,. Florida ' ST. Lucie county, Permitting
ITEM TESTED Compacted Foundation Fill for the Metal Building Slab
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.E. 0" - 12" 45 111.8 112.8 99.1
2. S.E. 42 110.2 97.7
3. Center 40 109.4 97•0
4. S.W. 44 111.3 98•7
5. N.W. 37 107.7 95.5
Soil Description:
Brown & Tan Sand
with Clay 114.0 - I I I I I 1
In Place Moisture: W
I I I I f I
8.2 Percent E I
G113.0 I— _I ------
Optimum Moisture: j I I I I I I
H I I I I I
11.4 Percent T I
112.0
Max. Dry Density: P j I I I I I I
112.8 P.C.F.
C 111.0—.._�._ _..�.._j._.. _..j_.
@ Test Locations The
F I I I I I I I
Density & Penetrometer I I I I I I
Readings Indicate the 110.0 — — • ' —
Degree of Compaction p I I I I I I
Meets Minimum I
R
y 109.0Re kit I%aked Foundation
.._..r.._,._..� .._..�—
,en to Natural Grade. 8 9 10 11 12 13 14 15
} Moisture - % of Dry Weight
b -
ICE: K er,
cl`�P1`l�aaol. com FILEPly
CO
`'`�15't�`Lucie County Building Department
P�,i9�s.•e���itq�fl�nald d. Keller, P.E.: 37293/SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
KELL�E�i,ga f HiL-E CHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN��i.72)930'`- --rd8 '" Y P.O. BOX 78-1377 SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 wwwAsmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail. IkSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 1 FAX (772) 589-6469
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
ITEM TESTED
SOIL COMPACTION REPORT
►STM D 1557 and ASTM D 2922
June 19, 2018
1805-0238
Mike McCalister
8303 North Boul
Ft. Pierce, Floric
Com
Foundation Fill for the Metal Bu
KSM JOB # : 182018-1 d/SS/ct
1tCENED
Slab
�� Lucie Count,
TEST LOCATION
*�
PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
DEPTH READ
DENSITY
PROCTOR VALUE
COMPACTION
1.
N.E.
0" - 12"
45
111.8
112.8
99.1
2.
S. E.
if42
110.2
1197.7
3.
Center
if40
109.4
if97.0
4.
S.W.
If44
111.3
To98.7
5.
N.W.
If37
107.7
If95.5
Soil Description:
Brown & Tan Sand
with Clay
In Place Moisture:
8.2 Percent
Optimum Moisture:
11.4 Percent
Max. Dry Density:
112.8 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction
Meets Minimum
1e.11s�
114.0
W
E I I I I I I
G113.0 1—..—� --- .—
H I I I I I I I
T I I I I I I
112.0..—..I—..—
p I I I I I I
C 111.0—..I—..—
F I I I I I I I
I I I I I I
11o.0 i..-1.—.._�..—...�..-1.—....—..�—..—
D I I I I I I
s R I I I I I I
Req,Ailed trKl�+i�s�o*ftd Foundation Y 109.0
* NA,,e&+dwags,+ 6Jo Natural Grade. 8 9 10 11 12 13 14 15
N
M
Jaen TA
Fait
ted:
Moisture - % of Dry Weight
Z
yabl.com
pl.ltjicie County Building Department
ild G. Keller, P.E.: 3729� / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366