HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTTe c 1, N �'` � � _-..
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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
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
REVISED March 14, 2018
DATE TESTED : March 12, 2018 KSM JOB # : 180852-1 d/SS/ct
PERMIT #
CONTRACTOR
JOB LOCATION
1712-0713
Wynne Development
13934 Cedro
Spanish Lakes Fairways
Fort Pierce, Florida
RECEIVED
MAR. 2 9 2010
Permitting Department
St. Lucie County
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.W. 0" - 12" 53 111.2 114.0 97.5
2. N. E. 54 112.7 98.9
3. Center 50 110.8 97.2
4. S.E. 47 109.3 95.9
5. S.W. 49 110.4 of96.8
Soil Description:
Tan Sand 115.0 I I I I I
with Clay W I I I I I
In Place Moisture: E I I I I I I
5.8 Percent I I I I I I I
_ __ . _..�.._..y.._...
G 114.0 T-••—'I I I I
Optimum Moisture: H
11.0 Percent T I I I I I
I I I I
Max. Dry Density: P I _
114.0 P.C.F. 113.0 I I I I I
C
@ Test Locations The
I I I I I I
Density & Penetrometer F I I I I
Readings Indicate the 112.0I._.._l._..J.._.. _...
Degree of Compaction Meets I I I I I
Mi;'r�t� 1 uired R ! I I I I I
I ! I I I
M tion. Y
* 6 en to Natural Grade. 111.0 I — —I —
.�� Lr.. •,. eL�. 8 9 10 11 12 13 14
Moisture - % of Dry Weight
y .Jul'; Pi
ent
I , 'nishlakes.com
�I t. Lucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 /
03/14/2018 15:38
7725Fr' P'?
KSM ENGINEERING
PAGE 01/01
IV C!IL Af
KELLER, SCHLEICHER &
MacWILLIAM ENGINEERING AND TESTING, INC.
MARLIN (772) 337.7755
P.O. BOX 78-1377 SEBASTIAN, FL 32978-1377
SEBASTIAN (772) 589-0712
PALM BEACH (561) 845,7445
www.ksmengineering.net
MELEOURNE (321) 768-8488
FAX (561) 845-8876
E-Mail; KSM@KSMENGINEERING.NET
ST. LUCIE (772) 229-9093
C.A.: 5693
FAX (772) 589-6469
r
SOIL COMPACTION REPORT
ASTIVI D 1557 and ASTIVI D 2922
REVISED :
March 14, 2018
DATE TESTED
March 12, 2018 KSM JOB # : 1,80852-1 d/SS/ct
PERMIT #
1712-0713
CONTRACTOR
Wynne Development
JOB LOCATION
13934 Cedro MAR 14 2018
Spanish Lakes Fairways
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH * PEN DRY MAX, DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
N.W.
0" - 12" 53
111.2 114.0
97.5
2.
N. E.
54
112.7 1198.9
3.
Center
50
110.8 If
97.2
4.
&E,
47
109.3 to95.9
5.
S.W.
" 49
110.4 or
96.8
Soil Description:
Tan Sand
with Clay
In Place Moisture:
5.8 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density-,
114.0 P.C,F,
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
IM'iklii.Gl yneauired
aken to Natural Grade
115.0 I I I I
W I I I I
E I I I I I
I I I I ! I
G 114,0 T..—.i�..�,� i.
H' f
T I I I I
I I I
I
1 I 1 I
F i
112.0 „l...._.,I._.._1,_.. J.._.. �.._
I I I 1 I I
D
R I I ! 1 f I
111.0
8 9 10 11 12 1$ 14
Moisture - % of pry W fttCopy
PARTIAL APPROVAL
?@spanishiakes.com
to: St, Lucie County Building Department
R*nald G. Keller, P,E.: 37293 / 5l LiC. No,: 860 / .hflic E. Keller, P.E,: 68366
08/19/2018 15:35 77251 9 KSM ENGINEERIN PAGE 01/01
en� o
(SELLER, SCHl EICHER & MacWILLIAI~w'I ENGINEERING AND TESTING, INO.
MARTIN (7 72) 337-775 5 P.O. BOX 78-1377, SEBASTIA,N, F'L. 3 978-1377 SESASTIAN (772) 589-0712
PALM [BEACH (561) 845-7445 www.ksmangineardnq.net MELBOURNE (321) 768-8488
FAX M611 846-8876 E-Mail. KSMeKSMENGINEERING.NET Sr- LUCIE (772) 22$-9093
C.A.: 5693 FAX (772) 6893 6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
REVISED March 14, 2018
DATE TESTED March 12, 2018 KSM JOB # : 180852-1 d/SS/ct
PERMIT #
CONTRACTOR
JOB LOCATION :
1712-0713
Wynne Development
13934 Cedro
Spanish Lakes Fairways
Fort pierce, Florida
ITEM TESTED : Compacted Foundation Fill
RECEIVED
MAR 2 ® 2018
ST. Lucie County, Perml;Wq
TEST LOCATION DEPTH w PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.W. 0" - 12" 53 111.2 114.0 97.5
2. N.E. 54 112.7 98.9
3. Center 50 110.8 97.2
4. S.E. 47 109.3 95.9
5, S.W. 49 110.4 " 96.8
Soil Description:
Tan Sand 115.01 I I I I 1
with Clay W
In Place Moisture: E I I I I I I
5.8 Percent I
G 114.4 -�-..
Optimum Moisture: H i
11.0 Percent T
Max. pry Density: P
114.0 P.G.F.
c
Test Locations The I 1 I I I
Density & penetrometer F I
Readings Indicate the 112.0 _.l_.._,1._.._l.. ...I.. _.,..
Degree of Compaction Meets
Min'y p pq$ uired D
•kKvv Lion. R I I ( f I en to to Natural Grade.
ffubm d: 8 9 10 11 12 13 14
• �" Moisture - °/a of Dry Weight
i
1� nt _ i V •�K
s nisdlakes.com
�t� �`^►t. Lucie County Building Department
!! i,11 Ronald Ca, Keller. PE.: 372931 SI Lie. No.� 86O / Julie E. Koller, FEE.: 68366
a
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
REVISED
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
ITEM TESTED
�q
March 14, 2018
March 12, 2018
1712-0713
Wynne Development
13934 Cedro Spanish Lakes Fairways
Fort Pierce, Florida
Compacted Foundation FillI
KSM JOB # : 180852-1 d/SS/ct
z
RECEIVED
AR 2 Y 2m
9 Department
St_n
jr
TEST LOCATION
DEPTH *PEN
DRY
MAX. DRY
OF SAMPLE,
READ
DENSITY
PROCTOR VALUE COMPACTION
1. N.W.
0'.'-.12", 53
111.2
114.0 97.5
2.- N.E."
54
112.7
98:9
3. Center
50
110.8
97.2
4. S. E.
47
109.3
95.9
5. S.W.
49
110.4
96.8
Soil Description:
Tan Sand
115.0 -1
I I I I I
with Clay
W
I
I I I I I
In Place Moisture:
E
5.8 Percent
I
I
I I I I I
G
114.0 -I—••—•
_..�.._..y.._.._
Optimum Moisture:
H
I I I
11.0 Percent
T
I
I
I I I I I
I I I
Max. Dry Density:
P
I
I I 1 1
114.0 P.C.F.
113.0
_ _ _ _ _ _ _
C
I
I I I I I
@ Test Locations The
1
Density & Penetrometer
Readings Indicate the
F
112.0
I I I I I
_.._
De ree of Compaction Meets
I I I I I
+Ihi' iRpquired
D
I I I I f
.S ,�gt6ta�dation.
R
I I I I I
k9?9 ta*de9.Taken
to Natural Grade.
111.0
Re y u • ted:
8
9 10 11 12 13 14
6 :
• �� � j� _
Moisture - % of Dry Weight
.Z�
spanishlakes.com
��ddVlail to: St. Lucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366