HomeMy WebLinkAboutKSM REPORTS08/11/2015 16:08 77258964E4-.KSM ENGINEERING I PAGE 01/01
Will
KEL.ER, SC41LEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) IA54445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-6876 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
August 10, 2015
15050387
Michael Zabitosky
126 Queen Christina Court
Queen's Cove
Ft, Pierce, Florida
ITEM TESTED Compacted Foundation Fill for Addition
KSM JOB # : 151675-1d/SH/ot
SCANNED
BY
St. Lucie County
TEST LOCATION DEPTH " PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
N.E.
0" - 12" 39
108.7 113.0
96.2
2.
Center
40
109.3
96.7
3.
S.W.
38
108.0
95.6
Soil Description:
Brown Sand
In Place Moisture:
9.3 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
113.0 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
for Staked���gpgAqpon
Pen..fWQncmRI31!PN10 Natural Grade.
114.0
W I I I I I I
E
I I I I t I I
G 113.0_...�.._...-1•—•---
H I I ( 1 I
T I I I I I
I I I I
G I I I I I
I I 1 I I I
I I 1 I I I
D110.0
I I 1 I I I
8 9 10 11 12 13 14
Moisture - % of Dry Wei ht
REEIVED AUG 12 2015
Department
37293 / SI Lic. No : 860 / Julie E. Keller, P.E.: 68366
08/11/2015 15:01 7725896469 KSM ENGINEERING
PAGE 01/01
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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) 845-7448 . www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845.8876 EEMaiI: KSMruKSMENGINEERING.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
August 10, 2015
15050387
Mikel Zabitosky
126 Queen Christina Court
Queen's Cove
Ft. Pierce, Florida
ITEM TESTED Compacted Foundation Fill for Addition
KSM JOB# : 151675-1d/SH/ct
TEST LOCATION DEPTH "PEN DRY MAX, DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
N.E.
0" 12" 39
108.7 113.0
96.2
2.
Center
40
109.3
98.7
3.
S.W,
38
108.0
95.6
Soil Description:
Brown Sand
In Place Moisture:
9.3 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
113,0 P.C.F.
Q Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum
r St
No.
Fax
114.0 -1 I I I I I
E I 1 1 I I I
I I I I I I I
H I j I I I I
T I I I I I
P 112.0 .,_..! .. .. ! .._..!.._.._I.._.. !.
I I I I .._.
C I I I I I
I I I I I
D I I I I I I
R
Grade. Y 8 9 10 11 12 13 14
Department
Moisture - % of Dry Weight
P,r'f.EIVED AUG 12 2015
Kwlar P F • A744Z / Ri'i it hi— - AAA i bn:- a v..u..- n.. rennn
t5o5 - C 7Tl
R17�Yi
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7756 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
ITEM TESTED
TEST LOCATION
OF SAMPLE
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
August 10, 2015
15050387
Michael Zabitosky
126 Queen Christina Court
Queen's Cove
Ft. Pierce, Florida
KSM JOB # : 151675-1d/SH/ct
RECEIVED AU6 1 72015
)mpacted Foundation Fill for Addition
DEPTH *PEN DRY MAX. DRY PERCENT
READ DENSITY PROCTOR VALUE COMPACTION
1. N.E.
W - 12" 39
108.7 113.0
96.2
2. Center
40
109.3
96.7
3. S.W.
38
108.0
95.6
Soil Description:
Brown Sand
In Place Moisture:
9.3 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
113.0 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
for Stakedfiaundation
puli
OF
°'e9p,70N AL
to Natural Grade.
114.0
E I I I
I I I I I
G 113.0 L..—..4*-..—..-j...—.. —
H
T I I I
I I
I I
I I
I I
I I
P112.0—..—.. .. .. ..—.. �..—..—�..—.. �.—
I I I I
c I I I I I
F 111.0 �..—..�..—..� ..—..�..—..—i .—..—i._.
D I I I I I
R 110.o 4—..—..4'
_...—.4 .—..—.,
Y 8 9 10 11 12 13 14
Moisture - % of Dry Weight
Building Department
37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
KELLER, SCALEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7',"55 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) k;45-7445 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
August 10, 2015
15050387
Michael Zabitosky
126 Queen Christina Court
Queen's Cove
Ft. Pierce, Florida
ITEM TESTED Compacted Foundation Fill for Addition
KSM JOB # : 151675-1 d/SH/ct
SCANNED
BY
St. Lucie County
TEST LOCATION
DEPTH ' PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY
PROCTOR VALUE
COMPACTION
1. N.E.
0" - 12" 39
108.7
113.0
96.2
2. Center
40
109.3
96.7
3. S.W.
38
108.0
95.6
Soil Description:
Brown Sand
In Place Moisture:
9.3 Percent
.Optimum Moisture:
11.0 Percent
Max. Dry Density:
113.0 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
for Staked��,qµ A9jion
PenjWa'jngrz►Tpt%'hgo Natural Grade.
.E. ' 5t""_
114.0
E I I I I
I I I I I I
G 113.0
H I I I
T i
P 112.0
C I
F
111.0 t—.._...._..�.._..�.._..�.._.._i._..—.
I
D
I
I
I
I
I
I
I
I I
I I
R
8
9
10
11
12 13 14
Moisture- % of Dry Weight
Department
37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
AUG 17 2015