HomeMy WebLinkAboutKSM REPORT - 12-3-18i
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
November 30, 2018.
Heritage Contracting
3690 N. O.S.1
Fort Pierce; Florida 34946
A
Re: 4380 Indrio Road
Fort Pierce, Florida
Permit #: 1810-0587
KSM Project #: 184119-1 d
Dear Sir:
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Enclosed, please find the nuclear density test results performed on the slab addition in
the rear of the house at the above referenced project.
I
Should you have any questions, please feel free to contact our office.
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E-mail to: paul.k.hcs@gmail.com
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
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
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED:
November 29'h, 2018
KSM JOB #: 184119-1d/SS/ct
PERMIT #:
1810-0587
CONTRACTOR:
Heritage Contracting
JOB LOCATION:
4380 Indrio Road
i
Fort Pierce, Florida
MATERIAL:
Gray Sand with Traces of Clay
ITEM TESTED:
Slab Addition in the Rear of the House
---=-----------------------------------------------------------------
TEST LOCATION
DEPTH MOIS- PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
TURE READ
DENSITY
PROCTOR
COMPACTION
------------------------------------------------
VALUE---------------
1. N; W.
0" — 12" 10.3 42
108.2
110.9
97.6
2. Center
44
110.1
"
99.3
3. S E.
40
107.4
96.8
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
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KELLER, SCHLE.ICHER & 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
I
MOISTURE -DENSITY RELATIONSHIP
MODIFIED PROCTOR (ASTM D 1557)
November 29th, 2018
1810-0587
Heritage Contracting
4380 Indrio Road
Fort Pierce, Florida
KSM JOB #: 184119-1 p
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8 9 10 11 12 13 14
Moisture - Percent of Dry Weight
Soil Description:. Gray Sand with Traces of Clay
Max. Dry Density: 110.9 P.C.F.
Optimum Moisture: 11.0 Percent
Julie E. Keller, P.E.
President
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 1 Julie E. Keller, P.E.: 68366
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KELLER, SCHLEICHER A 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
November 30, 2018
Heritage Contracting
3690 N. U.S.1
Fort Pierce, Florida 34946
Re: 4380-Indrio Road
Fort' Pierce, Florida
Pormit #: 1810-0687
KSM, Project #: 184119-1tld
Dear Sir:
RECEIVE®
DC 10 �13
ST. Lucie County, Permitting
Enclosed, please find the nuclear density test results performed on the slab addition in
the rear, of the house at the above referenced project.
Should v'ou have any questions, please lease feel free to contact our office.
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E-mail to:: paul.k.h.cs@gmail.com
Fax and Mail.to::.St:- Lucie County Building Department
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Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 .
A% L_'; Iivz
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
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED:
November 29th, 2018
KSM JOB #: 184119-1d/SS/ct
PERMIT #:
1810-0587
CONTRACTOR:
Heritage Contracting
JOB;LOCATION:
4380 Indrio Road
Fort Pierce, Florida
i
MATERIAL:
Gray Sand with Traces of Clay
ITEM TESTED:
Slab Addition in the Rear
of the House
TEST LOCATION
DEPTH MOIS-
PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
TURE
READ
DENSITY
PROCTOR
COMPACTION
------------------------------------------------
VALUE---------------
1. N1W.
0" -12" 10.3
42
108.2
110.9
97.6
2. Center
44
110.1
"
99.3
3. S. E.
40
107.4
96.8
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
&%LJAYi
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
MOISTURE -DENSITY RELATIONSHIP
MODIFIED PROCTOR (ASTM D 1557)
DATE TESTED: November 29th, 2018 KSM JOB #: 184119-1 p
r
PERMIT #: 1810-0587
CONTRACTOR: Heritage Contracting
JOB LOCATION: 4380 Indrio Road
Fort Pierce, Florida
112-I----T---,----1----r---7----�
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cU 110 L---- ----�---I--- — L— — — —I
a I I I I I I
= I I I I I I
109 T---T——,----1----rr-- 7----1
I I I I I I
I I I I I I
108+--------4----I----+-----+----4
I I I I I I I
I
I I I I I I
1074---=----4------------4----4
8 9 10 11 12 13 14
Moisture - Percent of Dry Weight
Soil Description:- Gray Sand with Traces of Clay
Max. Dry Density: 110.9 P.C.F.
Optimum Moisture: 11.0 Percent
Julie E. Keller, P.E.
President. -
' f
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366