HomeMy WebLinkAboutDocumentation_Regular_Tab 04_04/13/2006 Mike Couuo
�rom: Ken Reinhvlc! [kreinhold@kisingercarrtpo.com]
Sent: Monday, Apri! 03, 2006 2:49 PM
To: mcouuo@tequesta.org
Cc: Tom LoCicero; Patrick OGrady; jose.quintana@dot.state.fl.us; debbie.meye�@dot.state.ft.us;
ca rlo.ferrera@dot. state. fl. us
Subject. Fiarida Lega! Loads and FDOT Posting Index 17357
Mike, I have attached the vehicle silhouttes and maximum weights for ali of the Florida lega! ioads . These
correspond to the vehicies shown on the
(oad summary sheet ( senf yau for the Tequesta bridge. If the operating rating is above the Fiorida legal load .
(7ons) for that vehicle no posting is required. If the operating rating is below the Florida legaf load (7ans) for that
vehide #han posting will be required. if posting is required the second attachment, FDOT standard index 17357,
basicaAy exptafns what sithouttes are required on the signs and placement of the s�gns. !f you have any questions
please cai! me. We wiil afso explain this in detail Friday morning. Thanks Ken
Ken Reinhald
Senior Vice-Presedent
Kisinger C�mpo & Associates
9270 Bay Plaza Blvd., Suite 605
Tampa, Fla. 33619
Phane 813.554.1918
Fax 813.621.8582
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04/04/2Q06
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Page 1 of 1
A nn e Koch
From: Anne Koch [akoch@tequesta.org]
Sent: Friday, March 31, 2006 4:30 PM
To: 'Basil Dalack; Geraldine Genco (E-mail); Jim Humpage (E-mail); Pat Watkins (E-mail 2); Tom Paterno (E-mail)
Subject: FW: Tequesta Bridge Posting & Meeting
3/31 /2006
Mayor and Council:
Mr. Couzzo requests that I forward the attached information.
Anne Koch
-----Original Message-----
From: Ken Reinhold [mailto:kreinhold@kisingercampo.com]
Sent: Friday, March 31, 2006 3:15 PM
To: mcouzzo@tequesta.org
Cc: Tom LoCicero; Patrick OGrady; jose.quintana@dot.state.fl.us; debbie.meyer@dot.state.fl.us; carlo.ferrera@dot.state.fl.us
Subject: Tequesta Bridge Posting & Meeting
Mike, attached is the current load summary sheet for the Tequesta Bridge. The bridge requires posting for the SU type vehicle for 32
tons.
We look forward to meeting with you next Friday, the 7th at 10:30am. We will go over the post-rehab report and load analysis with
you. If you have any questions please call me. Thanks Ken
Ken Reinhold
Senior Vice-President
Kisinger Campo & Associates
9270 Bay Plaza Blvd., Suite 605
Tampa, Fla. 33619
Phone 813.554.1918
Fax 813.621.8582
kreinhold(c�kisingercam�o.com
4/3/2006
STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION
D: LOAD CAPACITY INFORMATION
���
oe�v� enoe � ov
1. BRIDGE DATA '
Bridge Number 930227 Date 3/28/2006
STR Type Main [BID [tem Bl(43)] SOI STR Type APR [BID Item B2(44)] 000
2. POSTING DATA•
Pasted YES • If yes, Existing Posting Needed YES If yes, Proposed
Restricrions ST Restricrions SU-32T
BID [tem H8(41) P BID Item Hl l(70) 4
BID Item H7(31) 4
3. ANALYSIS DATA:
A. Method ofAnalvsis: C. Analvsis Based On: D. Data Stored:
X Load Factor X Design Drawings X bistrict Office
Working Stress As-Built Record Plans Central Office
B. Analysis Svstem: Shop Drawings Microfilm
X BARS X Field Measurement Bridge Owner
SALOD Catalogs Materiais 'Cest Lab
BRUFEM Sample Testing X Other K Drive
Load Test Other Other -
Other
E. Controllin¢ Member Analyzed•
Material: Function: Substructure:
Steei X Slab Bent Construction
X Concrete Stringer Piling
Casf in Place Floor Beam Cap
X Precast Girder Pier Construcrion
X Prestressed Ctilvert Piling
Post Tensioned Truss Footing
Timber Column
Other Cap
Span: Shane:
X Simple Rolled
Cantinuous Built-up Welded [mnact Factor 0.300
Frame Built-up Riveted
Slab: Box Shape
X Non-Composite AASHTO Guders
Composite X Other Voided Slab
4. Load Ratine Summarv Table:
LOAD RATING SUMMARY FOR OPERATING RATING
GROSS TONS
VEHICLE TONS OPR OPR SPAN No. 5PAN CON'I'R M or V LLbF
'j'yp�i RATING FACTDR LENGTH MEMBER
SU2 17 31.8 1.87 2 34'-5" G01 M 0.680
SU3 33 33.0 1.00 2 34'-5" GOl M 0.680
SU4 35 32.5 0.93 2 34'-5" G01 M 0.680
C3 28 483 1.73 2 34'-5" GQt M Q.680
C4 36.6 44.1 1.21 2 34'-5" G01 M 0.680
CS 40.0 48.0 1.20 2 34'-5" GO1 M 0.680
STS 40.0 50.0 1.25 2 34'-5" G01 M 0.680
HS 20 36 42.6 1.18 2 34'-5" GOl M 0.680
HS20 Inventory Rating 25.5 Rating Factor 0.71
S. Comments
Member GO1 is a prestressed concrete voided slab with a span length of 34.4 ft
Member GO I has a large spait and exposed tendons. Reductions for materiai strengths and section los have been taken
6. Comnutatioas:
Performed By 3ason L. TaBarbera, P.E. Date 3l2812U06
Checked By Patrick Mulhearn Date 3/28l2006
Reviewed By I3avid B. Thompson, P.E. � Date 3/28/2006
7. Resnonsible En¢ineer: Jason L. LaBarbera, P.E.
P.E. # 64004 �
Date 3/29/2006
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