HomeMy WebLinkAboutKSM REPORT 10-24-18AP
KE�LLER, SCHLEICHER & MacWILLIAM ENGINEERI ESTCIONG INC.
MAIJTIN (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.j 5693 FAX (772) 589-6469
r 24, 2018
ick Tubito
36 Woodlands Drive
ort St Lucie, FL 34952
5703 Oleander Avenue
Fort Pierce, Florida
Permit #: 1809-0382
KSM Project #: 183503-3d
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Dear Sir:
Enclosed, please find the nuclear density test results performed on the compacted
foundation fill for the house pad at the above referenced project.
Should you have any questions, please feel free to contact the office.
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s ®p:
ae •• ••
itpto!tilbito.tp@gmail.com
and Mail to: St. Lucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MAR` (N (772) 337-7755
P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377
SEBASTIAN (772) 589-0712
PAL
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
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE
TESTED:
October 17', 2018
KSM JOB #: 183503-3d/MH/cv
PERMIT
#:
1809-0382
CONTRACTOR:
Nick Tubito
JOB LOCATION:
5703 Oleander Avenue
Fort Pierce, Florida
MATERIAL:
Brown Sand with Shell Fragments
ITEM TESTED:
Compacted Foundation Fill
- - - -I - - - - - - - - - - -
TEST LOCATION
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
DEPTH MOTS- PEN DRY
- - - - - - - - - - - - - - - - - - - - - - -
MAX. DRY PERCENT
'OF SAMPLE
TURE READ DENSITY
PROCTOR COMPACTION
'
---------------------------------------------------------------------
VALUE
House Pad
1. S.W.
12" — 24" 7.9 52 112.5
114.8 98.0
2. N.W.
54 114.8
100.0
3. Center
It53 113.7
99.0
4. S.E.
52 112.3
It97.8
5. N.E.
55 113.7
1199.0
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MART IN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PAL 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
MOISTURE -DENSITY RELATIONSHIP
MODIFIED PROCTOR (ASTM D 1557)
ATE TESTED: October 17th, 2018 KSM JOB #: 183503-3p
PERMIT #: 1809-0382
CONTRACTOR: Nick Tubito
i
JOB LOCATION: 5703 Oleander Avenue
Fort Pierce, Florida
116 T----T---7----I----r---T---,
I I I I I I I
I I I I I I I
I I I I I I I
115 -----+----I----I----+----4---�
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u: I I I I I I I
6 114 --- ---J---I----I --- ---
a I I I I I
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W 113T----T—--I———— I— — — — r—— —T---,
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112-1----+----I----I-------4----1
I I I I I I I
i I I I I I I I
I I I I I I I
8 9 10 11 12 13 14
Moisture - Percent of Dry Weight
S it Description: Brown Sand with Shell Fragments
M x. Dry Density: 114.8 P.C.F.
um Moisture: 11.0 Percent
Julie E. Keller, P.E.
President
i
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller. P.E.: 68366
1011/24/2018 14:55 77258960,FQ KSM ENGINEERING PAGE 04/06
KF01_JM FILE COPY
I y
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7765 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7446 www.ksmengine®ring.net MELBOURNE (821) 768-8488
FAX (561) 845-8676 E-Mail: KSMOKSMENGINEERING.NET ST. LUCIE (772)' 229-9093
C.A.: 5693 FAX (772) 589-6469
I
October 24, 2018
RECEII/ED
Nick Tubito
896 Woodlands Drive "1 '9 4�7010
Port St Lucie, FL 34952 Per 1ttin9 De
I
St. Lucle Co Rt,
Re: 5703 Oleander Avenue
Fort Pierce, Florida
Permit #: 1809-0382 �e ' / 4
KSM project#: 183503-3d j��j�y
I �®
Dear Sir:
Enclosed, please find the nuclear density test results performed on the compacted
foundation fill for the house pad at the above referenced project.
I
any questions, please feel free to contact the office.
"0
*1110
Email to; ntubito.tp@gmaii.com
Fax and Mail to: St. Lucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, RE_- 68360 In
10/24/2018 14:55 7725896!;9 KSM ENGINEERING PAGE 05/06
K a Y�i
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337�n55 RO. BOX 78-1377, SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7446 www.ksmongineering.net MELSOUANE (321) 768-8488
FAX (561) 845-8676 E-Mail: KSMOKSMENGINEERING.NET ST LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
1
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED: October 17h, 2018 KSM JOB* 183503-3d/MH/cv
I
PERMIT #: 1809-0$82
i
CONTRACTOR: Nick Tubito
OB LOCATION: 5703 Oleander Avenue
Fort Pierce, Florida
MATERIAL,:
Brown Sand with Shell Fragments
ITEM
TESTED:
Compacted Foundation Fill
-
TEST LOCATION
- - -
-DEPTH MOIS- PEN
- -
DRY
X.
^MADRY
- - - -
PERCENT
OF SAMPLE
TURF READ
DENSITY
PROCTOR
COMPACTION
VALUE
---,..---------------------------------------------------------------
I
douse Pad
S.W.
.
12" - 24" 7.9 52
112.5
114.8
98.0
N.W.
41 It54
114.8
100.0
i
3. Center
u53
113.7
99.0
I
4. S.E.
52
112.3
97.8
5. N.E.
I
i
I
" 55
113.7
99.0
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.S.: e8366
16/�4/2618 14:55 772589645Q.. KSM ENGINEERING PAGE 06/06
POILAC
UJAYA
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�kamenginearing.net MELBOUFINE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSMeKSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: $693 FAX (772) 589-6469
MOISTURE -DENSITY RELATIONSHIP
MODIFIED PROCTOR (ASTM D 1557)
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION
I �
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ry
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I
Soil Description:
Max. Dry Density:
October 1'Tt", 2018
1809-0382
Nick Tubb
5703 Oleander Avenue
Fart Pierce, Florida
KSM JOB #: 183503-3p
116T----T----1----I----r----r-
r I 1 I I I !
I I I I I I t
1154-,--4.----I-- ---I-- - . I----- ----yl
f I I I 1 I
I I I I I ! I
I I I I I I I
114 J --- r ------�-----
I f I I I
I I I I I I I
-
113T----T --I - - - -
I�---r�---r----r
I I I I I i I
I I I ! I I
I I r I I I
1124-----I------I----- +- —— -4
( I I ( I I I
I I 1 I I I i
I ! I r I r
8 9 10 11 12 13 14
Moisture - Percent of Dry Weight
Brawn Sand with Shell Fragments
114.8 P.C_F_
Optimum Moisture: 11.0 Percent
Julie E. Keller, P.E.
President
Ronald G. Keller, P.E.: 37293 / 81 Lic_ No,. 860 / Julie E. Keller, RE.: 68366