HomeMy WebLinkAboutKSM REPORTJ .LJAVL
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.ksmenginearing.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
December 31, 2018
Paula Taylor
6601 Coquina Ave
Lakewood Park
Ft. Pierce, FL 34951
Re: 6601 Coquina Avenue
Lakewood Park
Ft. Pierce, Florida
Permit #: 1812-0147
KSM Project#: 184445-1d
Dear Sir:
SCANIY�D
e
St. Luc Y
County
Enclosed, please find the nuclear density test results performed on the walkway and
patio addition at the above referenced project.
I&ybUrGteve any questions, please feel free to contact us.
V_ - KS/
G�
-���/�+�yfF���'���- `iti�'e •how
"� ,4 1Nl- 1L13%;
Email to: prossford@gmail.com
Fak and.Mail to: St. Lucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
RIJAVL
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 R 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
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
December 28t^, 2018
1812-0147
Paula Taylor
6601 Coquina Avenue
Lakewood Park
Ft. Pierce, Florida
KSM JOB #: 184445-1 d/SS/ct
MATERIAL:
Brown Sand
ITEM TESTED:
Walkway & Patio Addition
---------------------------------------------------------------------
TEST LOCATION
DEPTH
MOTS-
PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
TURE
READ
DENSITY
PROCTOR
COMPACTION
------------------------------------------------
VALUE ---------------
Walkway
1. North
0" —12"
9.9
30
102.6
105.8
97.0
2. Center
32
103.5
97.8
3. South
28
101.7
96.1
Patio Addition
4. East
0" —12"
9.9
28
101.6
105.8
96.0
5. West
30
102.4
96.8
J
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
TIP Vlk9
RIQPAVL
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 yvww.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: December 28th, 2018 KSM JOB #: 184445-1 p
PERMIT#: 1812-0147
CONTRACTOR: Paula Taylor
JOB LOCATION: 6601 Coquina Avenue
Lakewood Park
Ft. Pierce, Florida
107T--- r---,----1----T_ —7---,
I I I I I I I
I I I I I I I
I I I I I I I
106 4----+---- ---------+----1
cU 105L---1---J---I----L--- �---
F 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 I I I I
I I I I I
1034--------4----I----+----+----4
I I I I I I I
I I I I I I I
I I I I I I I
102�--------------ti------�
8 9 10 11 12 13 14
Moisture - Percent of Dry Weight
Soil Description: Brown Sand
Max. Dry Density: 105.8 P.C.F.
Optimum Moisture: 11.0 Percent
Julie E.•Keller, P.E.
President
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: KSMQKSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
December 31, 2018
Paula Taylor
6601 Coquina Ave
Lakewood Park
Ft. Pierce, FL 34951
Re: 6601 Coquina Avenue
Lakewood Park
Ft. Pierce, Florida
Permit #: 1812-0147
KSM Project#: 184445-1d
Dear Sir:
SCANNED
BY
it. Lucie County
R�F� fo
PpS ltu, 8 "N9
e°�n� eor
Enclosed, please find the nuclear density test results performed on the walkway and
patio addition at the above referenced project.
have any questions, please feel free to contact us.
No
J '�a filler.'
a�
��g..gereeiee��d.nr ••
Email to: prossford@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: December 28'", 2018
PERMIT M 1812-0147
CONTRACTOR: Paula Taylor
JOB LOCATION: 6601 Coquina Avenue
Lakewood Park
Ft. Pierce, Florida
KSM JOB #: 184445-1d/SS/ct
MATERIAL:
Brown Sand
ITEM TESTED:
Walkway & Patio Addition
--------------------------
TEST LOCATION
DEPTH
------------------
MOTS-
PEN
----
DRY
---------------------
MAX. DRY
PERCENT
OF SAMPLE
TURE
READ
DENSITY
PROCTOR
COMPACTION
---------------------------------------------------------------------
VALUE
Walkway
1. North
0" —12"
9.9
30
102.6
105.8
97.0
2. Center
"
32
103.5
97.8
3. South
28
101.7
96.1
Patio Addition
4. East
0" —12"
9.9
28
101.6
105.8
96.0
5. West
30
102.4
96.8
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
IV OIL 8
A% 14-2AVA
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
iJ
December 281h, 2018
1812-0147
Paula Taylor
6601 Coquina Avenue
Lakewood Park
Ft. Pierce, Florida
KSM JOB #: 184445-1 p
107 r---T---,----1----r---7----1
I I I I I I I
I I I I I I I
I I I I I I I
1064----+--- 1----I-------4----I
I I I I I I
I I I I\TF_
105�----� ------I-104T---T——,----1—----I I I II I I II I II
1034--------4----I----1---4-----I
I I I I I I I
I I I I I I I
I I I I I I I
1024----—_4---- I ---- �----4----4
10 11 12 13 14
Moisture - Percent of Dry Weight
Soil Description
Max. Dry Density:
Brown Sand
105.8 P.C.F.
Optimum Moisture: 11.0 Percent
Julie E. Keller, P.E.
President
Ronald G. Keller, P.E.: 37293 / SI Lie. No.: 860 / Julie E. Keller, P.E.: 68366