HomeMy WebLinkAboutKSM1 It _.
;LLER, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC.
TIN (772) 337-7755 P.O. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712
.M BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
(561) 845-8876 SCANNED E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
.: 5693 BY FAX (772) 589-6469
St. Lucie County SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED August 28, 2018 KSM JOB # : 182928-1d/SS/ct
PERMIT # 1806-0656 RECEIVED
CONTRACTOR
JOB LOCATION
ITEM TESTED
Walter White Construction AUG 2 9 20,
2503 NW Hollyberry Lane Sr• Lucie`unt�P_^`I'ng
Harbor Ridge --- _ _ _
Palm City, Florida
Compacted Foundation Fill for the Addition Pad
TEST LOCATION
DEPTH *PEN
DRY MAX. DRY PERCENT
OF SAMPLE
READ
DENSITY PROCTOR VALUE COMPACTION
1. N.E.
0" - 12" 39
106.7 107.8 99.0
2. S.E.
if37
105.4 97.8
3. N.W.
36
104.2 96.7
4. S.W.
37
105.0 97•4
Soil Description:
Brown Sand
In Place Moisture:
W
109.0
I I I I
13.7 Percent
E
I
I I I I
Optimum Moisture:
G
H
I I I I I
108.0—"(—"—"-
12.2 Percent
T
I I I I I
Max. Dry Density:
P
I I I I
107.0 , • — „ _ — — —
107.8 P.C.F.
I
c
I I I
@ Test Locations The
F
I I I I I
106.0 �—
Density & Penetrometer
Readings Indicate the
I I I I
Degree of Compaction Meets
I I I I
Minimum Required for
R
105.0 — + — —;—••—•r—•.—••� ..—..�
StaKQdlPdr!MdaWn
10 11 12 13 14 15
,4,efal�f' n to Natural Grade.
Moisture - % of Dry Weight
iVo.
u ' Dell ', P
rgsig'ItT'E
• •• aol.com
a�tt`dLLcie County Building Department
'Pistilli i Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860
FILE COPY
/ Julie E. Keller, P.E.: 68366
I
SCANNED
BY
St. Lucie County
ELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING; INC.
�1RTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
:,LM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
�X (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED August 28, 2018 KSM JOB # : 182928-1 d/SS/ct
11 PERMIT # 1806-0656
CONTRACTOR Walter White Construction
JOB LOCATION 2503 NW Hollyberry Lane
Harbor Ridge
Palm City, Florida
ITEM TESTED Compacted Foundation Fill for the Addition Pad
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.E. 0" - 12" 39
106.7
107.8 99.0
2. S. E. If37
105.4
97.8
3. N.W. It36
104.2
96.7
4. S.W. 37
105.0
97•4
Soil Description:
Brown Sand
In Place Moisture:
w
109.0 I
I I I
13.7 Percent
E
i t
Optimum Moisture:
G
H
I
108.0 �—_..T.._.._�.._.._.�_..—..�.._.._
I I I
12.2 Percent
T
I I
I I I
Max. Dry Density:
P
I I
107.0 �.I-
I I
107.8 P.C.F.
C
I
@ Test Locations The
F
I I
106.0-
I I I
Density &Penetrometer
Readings Indicate the
I
I I I
Degree of Compaction Meets
D
I
I I
Minimum Required for
R
Y
105.0 -� — +
— —; — — o- — — • a— —
Staked Foundation
1 0 11
12 13 14 15
W eja ken to Natural Grade.
O • v
NO.
u I e ler.
`
a
e§ OF
to: wv�Ma aol.com
Ln
°'� •'•ar i 1�Y n;*.&ucie County Building Department
�QNAL''
'''$11840 ��,o� 1 onald G. Keller, P.E.: 37293 / SI Lic. No.: 860
Moisture - % of Dry Weight
/ Julie E. Keller, P.E.: 68366
2,.
8/29/2018 09:26 7725896469 KSM ENGINEERING
PAGE 01/01
1%NJAVa
KELLER, SCHLEICHER
&, MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755
PO. BOX 78 -1377 SEBASTIAN, FL 32978-1377
SEBASTIAN (772) 589-0712
!PALM BEACH (661)'845-7445
www.ksmanginperinq.net
MELBOVRNE (321) 768-8488
FAX (561) 845-0876
E-Mail: KSM@KSMENGINEERING.NET
ST LUCIE (772) 229-9093
C.A.: 5693
FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED
August 28, 2018 KSM JOB # : 182928-1 d/S$/ct
PERMIT #
1806-0656
CONTRACTOR
Walter White Construction
RECEIVED
JOB LOCATION
2603 NW Hollyberry Lane
AUG 2' 9 Min
Harbor Ridge
Palm City, Florida
Permitting Department
St. Lucie court
ITEM TESTED
Com acted Foundation Fill for the Addition Pad
TEST LOCATION
DEPTH * PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY
PROCTOR VALUE'
COMPACTION
1.
N.E.
0" -12" 39,
106.7
107.8
99.0
2.
S.E.
of37
105.4
vp97.8
3.
N.W.
35
104.2
"
96.7
4.
S.W.
37
105.0
97.4
Sol! Description:
Brown Sand
In Place Moisture:
�y
109.0 ,
13.7 Percent
I
I I I t
Optimum Moisture:
G
H
108.0 4-.•_• T• ——1••—.._7 _._�,..�..�.
12.2 Percent
T
I I I I
Max. Dry Density:
P
I I I I
_
107.0 �. -T .._I.._..,.r
107.8 P.C.F.
_..�.._.._
C
I
@ Test locations The
p
! I I ! f
106.o L
Density & Penetrometer
*
Readings Indicate the
Degree of Compaction Meets
0
Minimum Required for
R
105.0 ......
Staked Foundation
10 11 12 13 14 15
F.�l�t' 'Ra l.'r #;�ten to Natuiral Grade.
Moisture - % of Dry Weight
r aol.com F LE Copy
1141 Cie County Building Department
A4' gel maid C. Keller, P E.- 37293 / Sl Lir. No.: 860 / llrli(` F.. Keller, P.E._ fiS if,6