art nowak february 2013 structure design manual 1
TRANSCRIPT
DESIGN STRESSES
TOLLWAY IDOT
Performance MixBridge Deck & End Beam Diaphragms
f’c=4,000 psi f’c=3,500 psi (Entire Bridge)
Parapets, Approach Slabs, Barrier Walls
f’c=4,000 psi (Class BS)
Substructure Elements & Crash Walls
f’c=3,500 psi (Class SI)
Stainless Steel Rebar *Deck, Parapets & End Beam Diaphragms
f’y=60,000 psi
Epoxy Coated Rebar Bridge Substructure & Approach Slabs
f’y=60,000 psi f’y=60,000 psi(Entire Bridge)
5
Article 10.3
Abutment Types
6
New integral abutment bridges.IDOT ABD Memorandum 12.3, Dated July 25, 2012.
SECTION 19.0 APPROACH SLABS (PAVEMENT)
30’ Main Approach Slab
Pay ItemsBridge Approach Slab: SQ YDProtective Coat: SQ YDBridge Deck Grooving: SQ YDConcrete Barrier: CU YDReinforcing Bars: LB
11
SECTION 19.0 APPROACH SLABS (PAVEMENT)
70’ Transition Approach Slab
Pay ItemTransition Approach Slab: SQ YDProtective Coat: SQ YDReinforcing Bars: LB
12
Structure Design Manual- PPC Beams
14
All Bridge Designers (BD) Memorandum 10.3,Dated 6/15/2010.
All Bridge Designers (ABD) Memorandum 12.2,Dated 4/16/2012.
Constructability & Construction - Slipforming of Bridge Parapet Walls
15
All Bridge Designers (ABD) Memorandum 12.4,Dated 8/17/2012.
Structure Design Manual
Article 15.5
Barriers
and
Raised
Medians
16
All Form Material Shall Be Removed From Open joint