HomeMy WebLinkAboutKSM REPORTSIv ep'► s
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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 SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1557 and ASTM D 2922
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
April 4, 2019
1901-0052
JD Homes
12103 Riverbend Drive
Port St. Lucie, Florida
KSM JOB # : 190679-2d/SS/cv
SCANNED
BY
St. Lucie County
ITEM TESTED Compacted Foundation Fill - 2nd Lift
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.E. 12" - 24" 50+ 111.7 113.8 98.2
2. S.W. 110.8 97.4
3. Center 113.6 99.8
4. N.W. 112.9 99.2
5. N.E. 113.1 99.4
Soil Description:
Brown Sand W 115.0
with Clay E I I I I I
In Place Moisture:
I I I I I I
8.7 Percent G 114.0 — j— — j — .—••—• �.._.. .._.._
H I I I I I I
Optimum Moisture: T I
11.0 Percent P 113.0
Max. Dry Density: c I
I I I I I
113.8P.C.F. 112.0 �— — I— ._.I._.._►.—..�.. �..—.._
F I I I I I
@ Test Locations The I I I
Density & Penetrometer D 111.0 —• j—••—•h— —I — -I —' t —
Readings Indicate the R I I I I I
DegreR(%ftQoRp4ction Meets Y I I I I I
0}w1�r{i� 1.
8 9 10 11 12 13 14
II�� �j Moisture - % of Dry Weight
r � u ....
�.
rri' • W@gmail.com
Fax and AVttO: St. Lucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 683.66
4l C�1 I'
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERI. '"TESTING, INC;.'--'
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1s; t-' 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 April 5, 2019
KSM JOB # : 190679-3d/SS/cv
PERMIT # 1901-0052
CONTRACTOR JD Homes
"1181)
JOB LOCATION 12103 Riverbend Drive
APR
Port St. Lucie,
Florida
i 6vp
Permltt-
St. (� t, CPertrner,
ITEM TESTED Compacted Foundation Fill - Final Lift
TEST LOCATION
PEN
DRY
MAK DRY PERCENT
DEPTH
OF SAMPLE
READ
DENSITY
PROCTOR VALUE COMPACTION
1. S.E. 24" - 36"
50+
112.2
113.8 98.6
2. S.W.
111.4
97.9
3. Center
110.1
96.7
4.'N.W.
109.6
96.3
5."N.E.'' '`
111.8
"' 98.2
Soil Description:
Brown Sand
115.0
I I I I I
with Clay
W
E
i
j
I I I I I
In Place Moisture:
I
I I 1 I I
10.0 Percent
G
114.0 _.._..—...—..—..—..—.._..
_.._.._
I I I I
H
I
Optimum Moisture:
T
11.0 Percent
113.0
P
I
Max. Dry Density:
C
113.8 P.C.F.
112.0—.._.j_
.—.j.—.._j.—..�.. 4.._.._
F
@ Test Locations The
I I I
Density & Penetrometer
D
111.o ••—
......
••—•—
Readings Indicate the
R
I I I I I
Degree of Compaction Meets
Y
I
I I I I I
'
Mi-In1�(mR�'�red
110.0 �..—.
_.._:.—..— ._..
, �.._..T.._..,
a /F �Indation
6
9 10 11 12 13 14
Moisture % Dry Weight
�� F�{fzSfi witted:
- of
,,. pjacglwgmaii.com
FJ'ait�i> .'.O St. Lucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lie. No.: 860 / Julie E. Keller, P.E.: 68366
04/09/2019 08:37 77258#
KSM ENGINEERIt
PAGE 04/04
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KELLER, SCHLEICHER & MaCWILL.IAM ENGINEERING AND ETEsSTING,se9N�C.
MARTIN (772) 337-n55 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 MELBOURNE (321) 589-0712
PALM BEACH (561) 845 7445 wwwAsmengineering.net ST LUCIE p72) 229.9093
FAX (561) W-8876 E-Mail: KSMOKSMENGINEERING.NEr FAX (772) W-6469
C.A.:5693 SOIL COMPACTION REPORT
ASTM D 1657 and ASTM D 2922
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
April 5, 2019
1901-0052
JD Homes
12103 Riverbend Drive
Port St. Lucie, Florida
ITEM TESTED Compacted Foundation Fill - Final Lift
KSM JOB # : 190679-3d/SS/cv
RECEIVED
APR 0 9 704
Permitting Department
St. Lucie County
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1 •
S•E.
24" - 36" 50+ 112.2 113.8
98.6
2.
S.W.
111.4
97.9
3.
Center
110.1
96.7
4.
N.W.
109.6
96.3
5.
N.E.
" 111.8
98.2
Soil Description:
Brown Sand
with Clay
In Place Moisture:
10.0 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
113.8 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
115.0 - I I I I I
W I
E I I I I I
I I I I I I
G 114.0 �.._.i_.._.�,.._.,_.. �.._..i.._...
H I I I I I
T
113.0 I -.._I._.. .._..� .._...
• ! I I I I I
C
112.0
F I I I I I
• I 1 I
R I I I 1 I
y110.0
I I I I I I
8 9 -10 11 12 13 14 .
Moisture - % of Dry Weight
3uilding Department
Ronald G. Keller, P.B.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 66366
�%2/20/2019 09:29 7725896469 KSM ENGINEERING ,,JJC7(e AGE 01/01
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KELLER, SCHLEICHER & MacWILLIAM ENGINE BA SAN 2 569.071z
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, MELBOURNE (321) 768-6458
PALM BEACH (561) 845-7445 wwW.ksmengineering.net ST. LUCIE (772) 229-9093
FAX (561) 845.8876 E-Mail: KSMWKSMENGINEERING.NET FAX V72) 589-6469
0.A.:5693 SOIL COMPACTION REPORT
ASTM D 1567 and ASTM D 2922
KSM JOB # : 190679-1 d/SS/cv
DATE TESTED
February 18, 2019
PERMIT#
1901-0052
Garcia Partial Cleaning &Grading
Cft
CONTRACTOR
JOB LOCATION
12103 Riverbend Drive
FEB 2 0 2019
Port St. Lucie, Florida
Permitting Department
ITEM TESTED
Stemwall Footers
TEST LOCATION
PEN
DEPTH REA0
DRY
DENSITY
MAX. DR
PROCTOR VALUE COMPACTION
OF SAMPLE
.
1. East
0" -12" 49
112.9
113.8 99.2
97.0
2. S.E.
45
.4
109.
96.4
3. S.W.
44
1
97.7
4. West
48
112
111.2
97.4
5, North
46
110.8
Soil Description:
Brown Sand
W
with Clay
E
In Place Moisture:
1
9.1 Percent
G
H
Optimum Moisture:
T
11.0 Percent
P
Max. Dry Density: C
113.8 P.C.F.
F
@Test Locations The
Density & Penetrometer D
Readings Indicate the R
Degree of Compaction Meets Y
m--1A f Ilnllnr �Y
Moisture - OA of Dry Weight
,uilding Department
ao�oA r RI tic.. No.: 860 / Julie E. Keller, RE.: 68366
1 :l CPlk f
. �6L_jAW
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: KSMQKSMENGINEERING.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 February 18, 2019
PERMIT# 1901-0052
CONTRACTOR Garcia Partial Cleaning & Grading
JOB LOCATION 12103 Riverbend Drive
Port St. Lucie, Florida
ITEM TESTED Stemwall Footers
KSM JOB # : 190679-1 d/SS/cv
R8qEIVED
MAR 112019
P St wde Cauntyent
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
East
0" - 12" 49
112.9 113.8
99.2
2.
S.E.
45
110.4
97.0
3.
S.W.
44
109.7
96.4
4.
West
48
111.2
97.7
5.
North
46
110.8
97.4
Soil Description:
Brown Sand
115.0
with Clay
W
E
In Place Moisture:
I
I I I I
I
9.1 Percent
G
114.0 a—••_.j_.._.�—..—.._..i.._..
�.._..-
H
I
Optimum Moisture:
T
I
I I I I
I
11.0 Percent
113.0••_.i_.._
I _.._i._.. .._..1.._...
P
Max. Dry Density:
c
I
I I I I
I
113.8P.C.F.
112.0—••_.j_
._.j._.._j._..�..
�.._...
F
@ Test Locations The
j
I I I
Density & Penetrometer
p
111.o
......— —f — —1 —
-F —
Readings Indicate the
R
Degree of Compaction Meets
Y
Minimt`{rKAR@tlUlrq�l
110.0 .._.
_.._:._.._ ._.. �.._..
T.._..,
for 5t &F,��,,
8
9 10 11 12
13 14
.
J esp e ��
r
Moisture - % of Dry Weight
�
_- -
zz
Pr 'Hard.
iA?Lucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 6B366