HomeMy WebLinkAboutKSM REPORTf-
UP C `i t
Rf7iYi
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) 768-848B
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
I
DATE TESTED February 1, 2017
�P IT# 1611-0366.
CONTRACTOR Dave Golden Homes
JOB LOCATION 18002 Bridle Way
Fort Pierce. Florida
KSM JOB # : 170232-2d/MH/cc
SC,q
&14u Qy Eta RECEI VED
e County
FEB 10 2017
ITEM TESTED Compacted Foundation Fill - Final Lift
TEST LOCATION DEPTH ' PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.W. 0"-12" 50 104.4 108.9 95.9
2. N.E. 50 103.9 95.4
3. Center 50 106.3 97.6
4. S.W. 50 105.9 97.2
5. S.E. 50 104.7 96.1
Soil Description:
Brown Sand with Traces 110.0 I I I I I
of Shell Fragments W I I I I I I
In Place Moisture: E I I I I I I
11.3Percent G 109.0••—••j—.•—..j—••—•:—••—..j...... i—••—••
H I I I I I
Optimum Moisture: T I I I I I I
12.0 Percent 108.0
I i i i i i
Max. Dry Density: i
108.9 P.C.F. C I I I I I
107.0 J—.._..�.. ..r.._..j_.._..i_.. ..i_.._..
F
@ Test Locations The i
Density & Penetrometer I I I I I
Readingct ���i��tethe D 106.0 L.._...._..r.._..I_.._..I_.._..I_.._..
Dew, torw dtipn Meets R I I I I I
N� r 6 /o/� Y I I I I I
�4brllrleb�tid o►L 105.0 .._..------
` P� n t6Natural Grade. 9 10 11 12 13 14 15
e$pectfully m ted _
Moisture - % of Dry Weight
Fax and Mail to: St. Lucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
r
w
Z%IjAW
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 January 23, 2017 KSM JOB # : 170232-1 d/MH/cc
i
PERMIT # 1611-0366
(CONTRACTOR Dave Golden Homes RECEIVED
JOB LOCATION 18002 Bridle Way
Fort Pierce, Florida FEB 10 2017
ITEM TESTED Compacted Foundation Fill -1st Lift
TEST LOCATION DEPTH 'PEN DRY MAK DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.W.
0" - 12" 50
104.5 107.8
96.9
2. N.E.
50
104.4
96.8
3. Center
50
105.6
98.0
4. S.W.
50
103.8
96.3
5. S.E.
50
103.5
96.0
Soil Description:
Brown Sand with
Shell Fragments
In Place Moisture:
12.9 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
107.8 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Deg\�e%a"l emg'Voftn Meets
* Pen. d s Takbn t6J4a
'Respectfully
109.0
w
I
I
I I I I
E
I
I
I I I I
G108.0
I .._...
H
I
I I I I
T
I
I
I I I I
107.0 J—
._..�.._..'
.._..�_.._ .�_.._..�_.._..
P
I
I I I
C
I
I
I I I I
F
I
I
I I I I
D
I
105.0 L.._..
.._..�.._..�_.._..�_.._.._.._..
I I I I
R
I
I I I I
Y
I
I
I I I I
104.0.._...._..�.._..�_.._..�_.._._.._.,
Grade.
8
9
10 11 12 13 14
Moisture - % of Dry Weight
Fax and Mail to: St. Lucie County Building Department
Ronald G. Keller, P.E.: 37293 1 SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
02/02/2017 15:41 772589616 KSM ENGINEERING PAGE 01/01
01 M
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND EgTESTING, sINC.o
MARTIN (772) 337-7755 (? O- BOX 78-1$77, SEBASTIAN, FL 32978-1377
712
PALM BEACH (561) 845.7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FPx (561) 845-8876 E-Mail- KSMQKSMENGINEERING.NET ST. LUCIE (772) 229.9093
C.A.: 5693 SOIL COMPACTION REPORT FAx (772) 569-6469
ASTM D 1657 and ASTM D 2922
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
February 1, 2017
+�1691T=Q366
Dave Golden Homes
18002 Bridle Way
Fort Pierce, Florida
ITEM TESTED ' Compacted Foundation Fill - Final Lift
KSM JOB # : 170232-2d/MH/cc
FEB / 2 2017
TEST LOCATION DEPTH . PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
N.W.
0" - 12" 50
104.4 108.9
95.9
2.
N.E.
50
103.9
95.4
3.
Center
50
106.3
97.6
4.
S.W.
50
105.9
97.2
5.
S.E.
50
104.7 to96.1
Soil Description:
Brown Sand with Traces
of Shell Fragments
In Place Moisture:
11.3 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
108.9 P.C.F.
@ Test Locations The
Density & Penetrometer
110.0 1 I I
W
E ( I I
H I I
T I I I
108.0 J--._..r.••—. —
P ;
C I I I i
107.0 �.._..�.. .•�.._..�.._..�_.. ••j_.• ..
F
I I I I I
I I I I I
I I I I I
I I I I I
05.0 a—.._.•j_.._..�.._..j_.._._.
9 10 11 12 13
Moisture - % of Dry Weight
Fax and Mail to: St. Lucie County Building Department
15
Ronald G. Keller, P.E.: $7293 / SI Uc. No.: 660 1 Julie E. Keller, P.E.: 6B366
T&P C'1 ff
A%LJAVi
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 #
February 1, 2017
1611-0366
KSM JOB # : 170232-2d/MH/cc
CONTRACTOR Dave Golden Homes RECEIVED FEB 0 6 2017
JOB LOCATION 18002 Bridle Way
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill - Final Lift
TEST LOCATION DEPTH ' PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
N.W.
0" - 12" 50
104.4 108.9
95.9
2.
N.E.
50
103.9
95.4
3.
Center
50
106.3
97.6
4.
S.W.
50
105.9
97.2
5.
S.E.
50
104.7
96.1
Soil Description:
Brown Sand with Traces
of Shell Fragments
In Place Moisture:
11.3 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
108.9 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree oft ,grngp,ction Meets
`r'en
lRespi
PAS.gm
g
Fax a
110.01
I
I I I I
W
I
I
I I I I
E
I
I
I I I I
G
109.0 .._...
r.._..r.._.._.._..I_.._..I_.._..
H
I
I
I I I I
T
I
I
I I I I
108.0 4--.._..'.._..'
.._..�_.._.. .._..�— —..
P
I
I I I I
C
I
I
I I I I
107.0
_.._..�_.. ..�_.._..
F
I
I
I I I
D
106.0 J—.._..
.._..�.._..�_.._..�_.._..�_.._..
R
I
I
I I I I
Y
I
I
I I I I
105.0
------
Grade.
9
10
11 12 13 14 15
Moisture - % of Dry Weight
Rti:IStt. Lucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
TAP V19
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 V72) 229-91)93
C.A.: 5693 SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1557 and ASTM D 2922
DATE TESTED January 23, 2017
PERMIT# 1611-0366
CONTRACTOR Dave Golden Homes
JOB LOCATION 18002 Bridle Way
Fort Pierce, Florida
KSM JOB # : 170232-1 d/MH/cc
ITEM TESTED Compacted Foundation Fill - 1 st Lift
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.W.
0" - 12" 50
104.5 107.8
96.9
2. N.E.
50
104.4
96.8
3. Center
50
105.6
98.0
4. S.W.
50
103.8
96.3
5. S.E:
50
103.5
96.0
Soil IDescription
Brown Sand with
Shed Fragments
In Place Moisture:
12.91 Percent
m Moisture:
11.0
Max. IDry Density:
107.8 P.C.F.
@ Test Locations The
Density & Penetrometer
Read�ngs Indicate the
DegrgaoOlj h laletiDn Meets
wo
Fax and
to-1latural Grade.
109.0
W
I
I
I I I I
E
I
I
I I I I
G
108.0 +-.._...
r.._..r
. .._.._.._..I_.._..I_.._..
H
I
I I I I
T
I
I
I I I I
107.0 �.._..�.._..'
.._..�_.._ .�_.._..�_.._..
P
I
I I I
C
I
I
I I I I
106.0 .._..�.
_..�.._..�_.._..�_. _..�_.._..
F
I
I
I I I I
D
I
105.0
I I I I
_.._.._.._..
R
I
I I I I
Y
I
I
I I I I
104.0 �.._..�..
_..j_.._..;_.._._.._._.._.,
8
9
10 11 12 13 14
Moisture - % of Dry Weight
daftoldenhomes.corn
St. Lucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
01/24/2017 13:54 7725896469
KSM ENGINEERING
PAGE 01/01
%F C 1 A
A%I;PAVA
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.Rsmengineering.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 (172) 589-6489
ASTM D 1557 and ASTM D 2922
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
January 23, 2017
1611-0366
Dave Golden Homes
18002 Bridle Way
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill -1st Lift
KSM JOB # : 170232-1d/MH/cc .
TEST LOCATION DEPTH 'PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
N.W.
0" -12" 50
104.5 107.8
96.9
2.
N.E.
50
104.4
96.8
3.
Center
50
105.6
98.0
4.
S.W.
50
103.8
96.3
5.
S.E.
50
103.5
96.0
Soil Description:
Brown Sand with
Shell Fragments
In Place Moisture:
12.9 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
107.8 P.C.F.
@ Test Locations The
Density & Penetrometer
109.0
E I I
I I I
108.0.._..
H
T
107.0
C I I I I I
106.0 _4
—.._.1 ..—..�_. _..�_.._.,
F I I I I I I
• I I 1 1 I
R I I I I I
Y I I I I I I
104.0—.._..F.._..j_.._..j---- _..�_.._.,
8 9 10 11 12 13 14
Moisture - % of Dry Weight
Fax and Mail to: St. Lucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366