HomeMy WebLinkAboutSoil Compaction Report02-sco
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SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
March 7, 2019
Pace 2000
5509 Hickory Drive
Ft. Pierce, Florida
KSM JOB #: 190962-2d/MH/ct
.ITEM TESTED Compacted Foundation Fill for the Pad - Final Lift
RECEIVED
MAR 12 2019
ST. Lucie County, Permitting
TEST LOCATION DEPTH
OF SAMPLE
PEN
READ
DRY MAX, DRY
DENSITY PROCTOR VALUE
PERCENT
COMPACTION
1. S.W. 24" - 36"
50
108.0 111.9
96.5
2. N.W. 11
50
107.6
96.2
3.Center
50
109.3
97.7
4. S. E.
50.
110.1
98.4
5. N. E.
50
107.9
96.4
Soil Description:
Brown Sand
'113,0
W
In Place Moisture:
E
8.0 Percent
G
112.0 -j-
T-
Optimum Moisture:
H
11.2 Percent
T
P
Max. Dry Density:
-111.0
7-
111.9 P.C.F.
C
1 .
@ Test Locations The
F
I
\--4
Density & Penetrometer
0.0 - — — I — —.1 ..... . j
T
Readings Indicate the
I
Degree of Compaction Meets
D
I
Minim,qm,Req�ijred
0 " I
R
y
109.0
I
for-=Ukakipd�,FU6i�datjon
8 9
-T*-
10 11 12
13 .14
Respecfifu(ly 8'6b m.itfe'&
Moisture - % of Dry Weight
WeStcrient, ".;Vy
L
matt toeltiitri 15'acb2000homes. co m
pies
Ro-ald G. Kelier, RE.: -37"29.' Lic.
"tAle. R'E.: 63366
u�
TAP C19
A%"AW
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 SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1557 and ASTM D 2922
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION..
March 7, 2019
l 810-�25C�
Pace 2000
5509 Hickory Drive
Ft. Pierce, Florida
KSM JOB # : 190962-1 d/MH/ct
ITEM TESTED' • Compacted Foundation Fill for the Pad - 1st & 2nd Lift
RECENED
APR0 5 201%
Permitting DepaAmen.
St. Lune County
TEST LOCATION
PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ
DENSITY
PROCTOR VALUE
COMPACTION
1.
S.W.
0" - 12"
50
109.3
111.9
97.7
2.
Center. ` .-
50
110.4
98.7
3.
N.E.
50
109.3
97.7
4.
N.W.
.12" - 24"
50
107.9
96.4
5.
Center
50
110.0
98.3
6.
S. E.
50
108.1
96.6
Soil Description;:
Brown Sand
In Place Moisture:
7.9 Percent
Optimum Moisture:
11.2 Percent.. '
Max. Dry Density:
111.9 P.C:F.
@ Test Locations The
Density & Perietrorneter
Readings]ndicate the
Deg reeggf,g4j paction.Meets
113.0 -
W I
E i
H112.01—_.1_.._.I._.._L._..A.._..1.._...
T I I I
P I I I I I
111.0 _.�_.._.i. _i._..-1. 7.._...
C
F I =
I I I I I
D I I I I I
R I I I I I
8 9 10 11 12 13 14
w
majo� r, ,sz j �'gt: °n �Moisture - % of Dry Weight
e
Res c
0.
d pX K Iler --PvC
►i~'
e�i
. i pke,2000homes.com
Mail 3P6�ilJVE,. ,Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
Tip C 1 A
AM Q.LVL
KELLER, SC:HLEICHER & 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) 8457-7445 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
PERMIT #
CONTRACTOR
JOB LOCATION.. `
March 7, 2019
I $1D - ®2b—'(P
Pace 2000
5509 Hickory Drive
.Ft. Pierce, Florida
KSM JOB # : 190962-2d/MH/ct
REce.1Veo
APR..0 510
Permitting flePm� '
St.
Lucie Court
ITEM TESTED:
Compacted Foundation Fill for the Pad - Final Lift
TEST LOCATION
PEN
DRY
MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY
PROCTOR VALUE
COMPACTION
1.
S.W.
24" - 36" 50
108.0
111.9
96.5
2.
N.W.
50
107.6
96.2
3.
Center.
50
109.3
97.7
4.
S. E.
" , 50
110.1
98.4
5.
N.E.
50
107.9
96.4
Soil Description:
Brown Sand
In Place Moisture:
8.0 Percent
Optimum Moisture:
11.2 Percent
Max. Dry Density:
111.9 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of -Compaction Meets
Minimti,gwrRei''fed
fo�lz�?r�dr�g�r%tion '
��ylpee BE•T
113.0
W
E I I I I I
G 112.0 T— _.l_.._.I._.._L._..J.._ .1.._...
H
T I I I I I I
P •
I I I I I
111.0 L.._.�_.._.i. _�._..�. �.._...
C I I I I
F
I I I I I I
110.0 •_.l_. _.I._.._l._..J.._.. _...
I I I I I
D I I I I I
R I I I I I
8 9 10 11 12 13 14
"-ReS ec fia y"" tfLyd: p Moisture - % of Dry Weight
a
a
s ,e a
a 2000homes.com
14.,wAonald G. Keller, P.E.: 37293/SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366