HomeMy WebLinkAboutKSM REPORTSKELLER, 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
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
April 11, 2019
1812-0458
8cgNVje
St e1,
�uci` Coup
tv
KSM JOB # : 190151 2d/MH/cv
RECEIVED
Brett Webster Tractor Inc./Trefelner Construction
255 Bridlewood Way
Fort Pierce, Florida
APR 2 6 7014
Permitting Department
St. Lucie County
ITEM TESTED Compacted Foundation Fill for the Carport Pad -1 st Lift
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION .
1.
S.W.
0" - 12" 50
110.6 114.0
97.0
2.
Center
51
111.3
97.6
3.
N.E.
50
110.3
96.8
Soil Description:
Brown and Tan Sand
In Place Moisture:
7.0 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
115.0 I I I I I
W I I I I I
E
I I I I I I I
G 114.0 �.._.j_.._j._.. _..t..—..�.._
T
F -
112.0 �••_. _.._I._..J.._..1.._..L.._.
• j I I I I I
o I I I I I I
R
Y 111.0—.._.�_.._�._.. �.._.. .._..� .._.,
8 9 10 11 12 13 14
iilding Department
Moisture - % of Dry Weight
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
Yl N 19
A%Q11AY8
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
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
April 15, 2019
1812-0458
KSM JOB # : 190151-3d/MH/jl
Brett Webster Tractor Inc./Trefelner Construction
255 Bridlewood Way
Fort Pierce, Florida
RECENED
APR ' 2 6 2019
ITEM TESTED Compacted Foundation Fill for the Carport Pad - 2nd Lift Pers Ittingl epartment
B CgkIAE'
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
S.W.
12" - 24" 51
111.3 114.0
97.6
2.
Center
50
110.3
96.8
3.
N.E.
50
110.6
97.0
Soil Description:
Brown and Tan Sand
In Place Moisture:
7.0 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
Minimum-Reouired for
115.0 I I I I I
E I I I I I I
I j I I I I I
H114.0—.._.j_.._j._.. _...._..�
T
P 113.0 j—.._.I_.. I._..�.._..+. _..�
c I I I I I I
F
112.0 4--••_. _.._I._..J.._..1.._..L.._..
j I I I I I
D I I I I I I
R
Y 111.0 .._.�_.._�._.. �.._.. .._..�.._.,
8 9 10 11 12 13 14
Moisture - % of Dry Weight
Fanoo.com
County Building Department
tou
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 /`
01/18/2019 16:17 7725896^-,CO, KSM ENGINEERING % PAGE 02/03
01 t
i11J E N F IIZ .�
KEENER, SCHLEICHER & MacWILLIAM ENGINEERIN S
MARTIN AC 561) 845 PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH 8876 845-7446 wwwAksmengineering-net MEIBOURNE (321) 768-8488
FAX (569 845-8876 E-fdal)MAN
�SM@ A N 6rfaf4oOR ST UUFAX (772) 589-6469
C.A.: 5693 SO L GOMF'AC. TIU RE URT
ASTM D 1557 and ASTM D 2922
DATE TESTED : January 17, 2019 KSM JOB # : 190151-1d/SS/ct
PERMIT # 1812-0458
CONTRACTOR Brett Webster Tractor Inc./Trefelner Construction SCANNED
JOB LOCATION 255 Bridlewood Way BY
Fort Pierce, Florida St. Lucie County
ITEM TESTED Compacted Foundation Fill - Retest
TEST LOCATION
DEPTH
PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY
PROCTOR VALUE
COMPACTION
1.
N.E. - 1st Lift
0" - 12"
41
106.1
109.5
96.9
2.
S.E. -1st Lift
44
107.3
98.0
3.
Center -1st Lift
47
108.0
98.6
4.
S.W. - 1st Lift
45
107.8
98.4
5.
N.W.- - 1st Lift
45
107.5
98.2
6,
N.E. - 2nd Lift
12" - 24"
44
107.2
97.9
7.
S.E. - 2nd Lift
50+
109.3
99.8
8.
Center - 2nd Lift
44
106.7
1,
97.4
9.
S.W. - 2nd Lift
47
108,8
99.4
10.
N.W - 2nd Lift
42
105.7
96.5
Soil Description:
Brown Sand with Traces of Clay
In Place Moisture:
8.0 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density;
109.5 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required for
111.0 I I
I I I
W
E
I I I
I I I
1
110.0 ..._.�_.._�.^...
�.._.. .._..� ..,.
G
I I I
I I 1
H
I I I
I
T
109.0 I-.._.I_.._I.
I
.. J.._.. .._..L..-.
P
I I
I I
G
I I I
108.01 .._.�-. _�._..�.._..t
I I I
�.._.
F
I I I
I I
107.0 I ..-.�_.._�..,..
I I I
�.._.. .._..� .._.
D
I I I
R
I 1 I
I I I
Y
106.0�-..-.I�.._�.-..
�.._..�.._..�.._.
9 10 11
12 13 14 15
Moisture -
% of Dry Weight
le CountX Building Department
G. Keller, E.: 3729 / SI Lic. No,- Boo / Julie E. Keller, P.E.: 68366
/8«
IV019 nn L% �AVL LE f�V
KELLER, SCHLEICHER & MacWILLIAM ENGINEE IFICC.
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_n,,i�e„nC�,1rST. LUFAX (772) 589-6469
C.A.:5693 - � ,�+ �S,A�+'I'�
ASTM D 1557 and ASTM D 2922
DATE TESTED January 17, 2019 KSM JOB # : 190151 -1 d/SS/ct
PERMIT #
CONTRACTOR
JOB LOCATION
ITEM TESTED
1812-0458
Brett Webster Tractor Inc./Trefelner Construction
255 Bridlewood Way RF
Fort Pierce, Florida ✓q,1, c�Fa
Compacted Foundation Fill - Retest s�4�� 2�1
SCANNED
BY
8t' Lucie COunt,V
TEST LOCATION
DEPTH PEN
DRY
MAX. DRY cO°�niiP
PERCENT
OF SAMPLE
READ
DENSITY
PROCTOR VALUE ' t COMPACTION
1. N.E. - 1st Lift
0" - 12" 41
106.1
109.5
96.9
2. S.E. - 1st Lift
44
107.3
98.0
3. Center - 1 st Lift
47
108.0
98.6
4. S.W. - 1st Lift
45
107.8
984
5. N.W.- -1st Lift
45
107.5
98.2
6. N.E. - 2nd Lift
12" - 24" 44
107.2
97.9
7. S.E. - 2nd Lift
50+
109.3
99•8
8. Center - 2nd Lift
44
106.7
97.4
9. S.W. - 26d Lift
47
108.8
99•4
10. N.W - 2nd Lift
42
105.7
96.5
Soil Description:
111.0 1
I I I I
1
Brown Sand with Traces of Clay
W
In Place Moisture:
E
I
I
110.0
I I I I
.......
I
8.0 Percent.
G
I
..-..�
I I I I
.._.
I
Optimum Moisture:
H
I
I I I
I
12.0 Percent
T
109.0-••-•I-.._I.
••�••-•. ..-..�
.._.
Max. Dry Density:
P
I
I
I I
I
I
109.5 P.C.F.
C
108.0
I I I
I
@ Test Locations The
F
I
I I I I
Density & Penetrometer
Readings Indicate the
107.0 I
I I I I I
Degree of Compaction Meets
D
Minimum Rec;uired for
R
I
I I 1 I
I
�"� '. e
Uns`�kre . top,
c`�
Y
106.0-.•-•�-••-�•-
9
-�-..�.._..�..-.
10 11 12 13
14 15
��
Moisture - % of Dry Weight
.J
siFta' ,Te County Building Department
t:��it d G. Keller, E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
/15/2019 16:16 7725B96469_ K5M ENGINEERING - PAGE 01/01
,ay�ll.aa�v�a
E t E R, S-7 H L E I C ENGINEERING AND
INC.
MARTIN (772) 337-7755P.O.BOX 78-1377, SEBASTIAN,FL 32978- 377 EBASTIAN (7722) TESTING,s 77112
MEL13OURNE (321) 768488
PALM BEACH
(561) 845.7445 www.ksrnangineering.net ST. LUCIE (772) 229-9093
FAX (561) B45-8876 E-Mail. KSMOKSMENGINEERINGMET FAX (772) 589-6469
CA.: 5693
SCANNED
SOIL COMPACTION REPORT
BY
ASTM D 1557 and ASTM D 2922
8t, Lucie County
DATE TESTED
April 11, 2019 KSM JOB#
190151-2d/MH/cv
PERMIT #
1812-0458
RECEIVED
CONTRACTOR
Brett Webster Tractor Inc./Trefelner Construction
APR 15 2019
JOB LOCATION
255 Bridlewood Way
Permitting Department
Fort Pierce, Florida
St. Lucie county
ITEM TESTED
Compacted Foundation Fill for the Carport Pad -1st Lift
TEST LOCATION
PEN DRY MAX. DRY
PERCENT
OF SAMPLE
DEPTH READ DENSITY PROCTOR VALUE
COMPACTION
1. S.W.
0" 12" 50 110.6 114.0
97.0
2. Center
51 111.3
97.6
3. N.E.
50 110.3
96.8
Soil Description:
Brown and Tan Sand
In Place Moisture:
7.0 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
MinirxwlcuReAuired for
115.0 - 1 I I 1 I
w
E
I I I I I I I
G
114.0..—_.._t
HTP 113.0
DF
...._—...._.
112.0 •I— •—•.—• —.
j I I I I I
D
R
8 9 10 11 12 13 14
Moisture - °k of Dry Weight
County Building Department
Ronald G. Keller, P.E.: 37293 / SI Llo. No.: 860 / Julie E. Keller,. P.E.: 68366 /61
/15/2019 16:17 7725896469 KSM ENGINEERING F PAGE 01/01
1 '-
TeCL,t
M IL-2 min
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND ETEESTIING TESTING,
MARTIN (772) 337-7755 RO. BOX 78-1377, SEBASTIAN, FL 32978-1377
712
PALM BEACH (561) 845-7445 www.ksmengineering.net MEL50URNE (321) 76S-8488
FAX (561) 845.8876 E-Mail: KSM®KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.!5693 FAX (772)589-6469
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
SOIL. COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
April 15, 2019
1812-0458
KSM JOB # : 190151-3d/MH/jl
Brett Webster Tractor Inc./Trefelner Construction
255 Bridlewood Way
Fort Pierce, Florida
ITEM TESTED
Compacted Foundation Fill for the Carport
Pad - 2nd Lift
TEST LOCATION
DEPTH PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY PROCTOR VALUE
COMPACTION
1. S.W.
12" - 24" 51
111.3
114.0
97.6
2. Center
50
110.3
96.8
3. N.E.
50
110.E
97.0
Soil Description:
Brown and Tan Sand
In Place Moisture:
7.0 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
115.0
W
E
G 114.0 �.._.I_.._I._.. 1 ,._..�.._.
T
112.0 I-••_. _.._I._.._I.._..1.._..L.._.
D
R
v 111.0 ........ .._..� .._.,
8 9 10 11 12 13 14
Moisture - % of Dry Weight
3 Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366