HomeMy WebLinkAboutKSM REPORTS- - trr�N I U
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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) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8976 - E-Mail: KSMQKSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 - FAX (772) 589-6469
January 22, 2019
Heritage Contracting
3690 N. U.S.1
Fort Pierce, Florida 34946
Re: 1402 Hartman Road
Fort Pierce, Florida
Permit #: 1812-6501
KSM Project#: 190304-1d
Dear Sir:
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RECEIVED 4 4cle COGnt. y
FEB 12 7019
Permitting Department
St. Lucie County
Enclosed, please find the nuclear density test results performed on the addition at the
above referenced project.
Should you have any questions, please feel free to contact our office.
.ol ° e E. Keller, P.
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E-mail to: paul.k.hcs@gmail.com
Fax and'Mail to: St. Lucie County Building Department
Ronald G. Keller, RE.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
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KELLER,,SCH,LEI,CHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 I?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 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED: January 211, 2019 KSM JOB* 190304-1 d/SS/ct
PERMIT #: 1812-0501
CONTRACTOR: Heritage Contracting
JOB LOCATION: 1402 Hartman Road
Fort Pierce, Florida
MATERIAL:
Brown Sand with Some Clay
ITEM TESTED:
Addition
TEST LOCATION
DEPTH
MOTS- PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE.
TURE READ
DENSITY
PROCTOR
COMPACTION
---------------------------------------------------------------------
VALUE
1. S.E.
0" —12"
5.3 50+
112.6
114.4
98.4
2. S.W.
110.2
96.3
3. Center
".
111.8
97.7
4. N.W.
109.5
"
95.7
5. N.E.
110.7
96.8
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, PE.: 68366
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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) 845-7445 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:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
Lj.
U
a
F
x
Soil Description::.
Max. Dry Density:
Optimum Moisture:
Julie E. Keller, P.E.
President
January 21st, 2019
1812-0501
Heritage Contracting
1402 Hartman Road
Fort Pierce, Florida
KSM JOB #: 190304-1 p
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I I I I I I I
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8 9 10 11 12 13 14
Moisture - Percent of Dry Weight
Brown Sand with Some Clay
114.4 P.C.F.
11.0 Percent
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.
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
January 22, 2019
Heritage Contracting
3690 N. U.S.1
SC
Fort Pierce, Florida 34946
By
St Lucie
Re: 1402 Hartman Road
COU,,ty
Fort Pierce, Florida
Permit #: 1812-0501
KSM Project#: 190304-1d
Dear Sir:
Enclosed, please find the nuclear density test results performed on the addition at the
above referenced project.
any questions, please feel free to contact our office.
.i&p p
JEK/ct
E-mail to: paul.k.hcs@gmail.com
Fax and Wail to: St. Lucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
Tip VIL9
i1f7.LYi
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: January 2111, 2019 KSM JOB #: 190304-1d/SS/ct
PERMIT #: 1812-0501
CONTRACTOR: Heritage Contracting
JOB LOCATION: 1402 Hartman Road
Fort Pierce, Florida
MATERIAL:
Brown Sand with Some Clay
ITEM TESTED:
Addition
---------------
TEST LOCATION
-----------
DEPTH
----------------------
MOTS- PEN
DRY
---------------------
MAX. DRY
PERCENT
OF SAMPLE,
TURE READ
DENSITY
PROCTOR
COMPACTION
---------------------------------------------------------------------
VALUE
1. S.E.
0" —12"
5.3 50+
112.6
114.4
98.4
2. S.W.
110.2
96.3
3. Center
111.8
97.7
4. N.W.
109.5
95.7
5. N.E.
110.7
96.8
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
i1f7iYi
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:
PERMIT #:
CONTRACTOR:
JOB LOCATION
J
Soil Description:
Max. Dry Density:
Optimum Moisture:
Julie E. Keller, P.E.
President
January 215t, 2019
1812-0501
Heritage Contracting
1402 Hartman Road
Fort Pierce, Florida
KSM JOB #: 190304-1 p
115 T----T----1----I----r---T----1
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113
I I I I I I I
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I I I 1 I I
I I I I I I I
I I I I I I
112-----t----i----I----�--- ---�
I I I I I I I
I I I I I I I
I I I I I I I
I I I I I I I
10 11 12 13 14
Moisture - Percent of Dry Weight
Brown Sand with Some Clay
114.4 P.C.F.
11.0 Percent
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366