HomeMy WebLinkAboutProject Information (2) FI00 A ENGINEERING & TESTING., INC.
11 Phone: (866)781-6889 •Fax: (866) 784-8550
www.floridaenginecringandtesting.com
250 S.W.13t.'A<<enue
Pompano Beach,FL 33069
RECEIb'�D '. " . � 17
April 27,2017 Job Order No.: 17-1434
Permit No.:
Florida Foundation Systems
2030 N.W.22°d Court
Pompano Beach,Florida 33069
t
RE: PILING INSPECTION
Underpinning Existing Foundation
4715 Myrtle Drive
Fort Pierce,Florida
Dear Sir or Madam:
Pursuant to your request, Florida Engineering & Testing, Inc., has performed a site inspection on
April 17, 18 and 20, 2017, at the above referenced project. The purpose of our inspection was to
monitor pile installation operations.
Twelve (12) helical piles, consisting of 2-7/8 inch shaft diameter with two (2) helices of 10 and
12 inches were drilled to the indicated resistance to achieve a minimum allowable capacity in
compression of five (5) tons per pile and an ultimate capacity in compression of ten(10)tons per
pile. Two (2) helical piles, consisting of 2-7/8 inch shaft diameter with two (2) helices of 10 and
12 inches were drilled to the indicated resistance to achieve a minimum allowable capacity in
compression of two (2) tons per pile and an ultimate capacity in compression of four (4)tons per
pile. Please refer to the attached Report of Helical Pier/Pile Installation for details.
If you have any questions or comments, please give us a call. We would be glad to help any way
we can. It has been a pleasure working with you and we look forward to hearing from you in the
near future.
Sincerely, i NLAIV
y ®®NNN�I S
F . 7 f
No.482p2
Mark A. Mesiano,P.G-u '
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Florida Engineering 6Ee&ingSMTe OF
Florida Reg.No. 48202�,,
Certificate of Authorizatr °6 �P''���
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Attachments: Report of Helical Pier/Pile Installation
Field Sketch
Quality`4+ N .$ssurance
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FLO A ENGINEERING & TESTING, INC.
Phone: (866)781-6889*Fax: (866)78 4-8550
Tnvw.floridaengineei-ingandtesting.com
250 S.W.13"'Avenue
Pompano Beach,FL 33069
REPORT OF HELICAL PIER/PILE INSTALLATION
CLIENT: Florida Foundation Systems DATE: 4/17/17
PROJECT: Underpinning Existing Foundation ORDER NO: 17-1434
ADDRESS: 4715 Myrtle Drive Fort Pierce,Florida
DIAMETER: 2-7/8" Shaft Diameter&Helices (2) of 10" and 12"
GEAR MOTOR SERIAL: 104-1561-006
Helical Elevation Allowable Ultimate
Relative to Differential Indicated
Pile# Pier/Pile Existing Pressure Torque Capacity in Capacity in
Depth Driven Ground (psi) (ft-lbs) Compression Compression
(ft) Level(ft) (Tons) (Tons)
7 21 0 1150 2222.2+ 5 10
6 20 0 1150 2222.2+ 5 10
8 23 0 1200 2222.2+ 5 10
Remarks:
Field Rep.: J.R. Respectfully SubmNlfi�e/%/
*N-N \L' E IV
N�28' 2®
T a {" �
Mark A. MesiAo P.E. * =
Florida Engin �& T i&Inc:Z
Florida Reg. NaG�4S,JQ2 %4�
�- t N-A Certificate of Au
Qicalify izi,�`��i4y.assurance
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FLO A ENGINEERING & TESTING, INC.
Phone:(866)781-6889*Fax: (866)784-8550
www.floridaengineei-ingandttsting.COM
250 S.W.13`h Avenue
Pompano Beach,FL 33069
REPORT OF HELICAL PIER/PILE INSTALLATION
CLIENT: Florida Foundation Systems DATE: 4/18/17
PROJECT: Underpinning Existing Foundation ORDER NO: 17-1434
ADDRESS: 4715 Myrtle Drive Fort Pierce,Florida
DIAMETER: 2-7/8" Shaft Diameter&Helices (2) of 10" and 12"
GEAR MOTOR SERIAL: 104-1561-006
Elevation
Helical Allowable Ultimate
Relative to Differential Indicated
Pile# Pier/Pile Existing Pressure Torque Capacity in Capacity in
Depth Driven Ground (psi) (ftqu Compression Compression
(ft) Level(ft) (Tons) (Tons)
4 32 0 1120 2222.2 5 10
3 30 0 1120 2222.2 5 10
2 20 0 1150 2222.2+ 5 10
1 20 0 1300 2222.2+ 5 10
9 24 0 1350 2222.2+ 5 10
10 25 0 1250 2222.2+ 5 10
Remarks:
Respectfully S ed d
Field Rep.: M.W. fio.48202
�e
5 Z y 7 STATE OF ; w
Mark A. Mesiai?a. � P.'R
COl� • � �
Florida Engineerifr ��'�` ,�� ®��
Florida Reg. No. 8 62?1'
Certificate of Authorization No. 6923
Qualffij ,ASV w1ssnrance
PILO A ENGINEERING & TESTING, INC.
Phone: (866)781-6889•Fax: (866)78=4-8550
wivw.floridaengineeringandtesting.com
2.50 S.W.13""Avenue
Pompano Beach,FL 33069
REPORT OF HELICAL PIERMILE INSTALLATION
CLIENT: Florida Foundation Systems DATE: 4/20/17
PROJECT: Underpinning Existing Foundation ORDER NO: 17-1434
ADDRESS: 4715 Myrtle Drive Fort Pierce,Florida
DIAMETER: 2-7/8" Shaft Diameter&Helices (2) of loll and 12"
GEAR MOTOR SERIAL: 37309-28424
Helical Elevation Allowable Ultimate
Relative to Differential Indicated
Pile# Pier/Pile Existing Pressure Torque Capacity in Capacity in
Depth Driven Ground (psi) (ft-lbs) Compression Compression
(ft) Level(ft) (Tons) (Tons)
13 16 0 1500 800+ 2 4
14 16 0 1500 800+ 2 4
Remarks: NLA P '
Respectfully Sub ` � s
Field Rep.: M.W. m� Ns�,psi
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1Vo 02 O
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Mark A.Mesiano� Sg7gr Op 11
ii� 'Florida Engineer Tsting,Inc;4 Florida Reg. No. 482( +�' ORIDF�.�' N
Certificate of Authorizh i► i' '
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Field Sketch
Not to Scale
4715 Myrtle Drive
Fort Pierce, Florida