HARDESTY & HANOVER, LLP E N G I N E E R I N G Virginia Concrete Conference, Chincoteague Project Overview
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1 Chincoteague Project Overview Long Life Aspects Henri Sinson, P Virginia Concrete Conference March 6, 2008 Presentation oals Project Overview Site Conditions Scope Alignment Constructability Bascule Span Highlights Approach Substructure Satisfied Aesthetic equirements Satisfied Subsurface Conditions Details for Long Life Approach Superstructure Satisfied Aesthetic equirements Details for Long Life nnovation for fficiency nnovation for Long Life Project Overview Bridge on te 175 Over Black arrows and Lewis Creek Accomack County and Town of Chincoteague, Virginia Site Conditions Town of Chincoteague & Marsh sland Old Chincoteague Bridge low level bridge single leaf bascule span low level connector bridge Owner: VDOT Designer: Hardesty & Hanover, LLP Contractor: American Bridge Contractor Bid: $68.7 million Site Conditions Scope ew te 175 Bridge ew Single Leaf Bascule Old Black arrows Bridge Old Chincoteague Swing Bridge Marsh sland Chincoteague sland Old Black arrows Bridge Old Chincoteague Swing Bridge ew Marsh sland Connector Bridge Marsh sland Chincoteague sland 1
2 sh nd s la ot nc Ch i Ch i nc ot ea gu ea gu e e s la nd s la nd ew Marsh sland Connector Bridge sh M ar ew Single Leaf Bascule ew te 175 Bridge s la nd ew Marsh sland Connector Bridge M ar ew te 175 Bridge Ch an ne l Constructability ew Single Leaf Bascule Ch an ne l Alignment Bascule Span Bascule Span 92-0 Span Length Closed Pit Pier 5 Half filled grating 1662 Kip Leaf 26 Trunnion Diameter ear Driven 75 HP, 900 PM Primary Bascule Span Bascule Pier 2
3 Bascule Pier Deck emoved Bascule Pier Stringers emoved Bascule Span emoved Approach Substructure ew te 175 Bridge ew Single Leaf Bascule ew Marsh sland Connector Bridge Marsh sland Chincoteague sland Approach Substructure Substructure Aesthetics Typical Trestle Bent Bents 1-49 Bents Marsh sland Chincoteague sland 3
4 Substructure Aesthetics Subsurface Cylinder Pile Bent Substructure Details Substructure Details Bent levation Bent levation Cheekwall 4-2 CP Pile Cap Cylinder Pile Cylinder Pile 3-0 Bent Section Pile Section Approach Substructure Approach Substructure Photo Courtesy of Jacobs ngineering roup nc. 4
5 Approach Superstructure Baseline Bridge levation Superstructure Aesthetics Addition of Cheekwalls Superstructure Aesthetics Addition of Arched Fascia Beams Superstructure Details Framing Plan 4 Span Continuous Unit Fascia Beam Bulb-T Superstructure Details Cross Section nnovation for fficiency Arched Prestressed Fascia Beam TL-4 Wyoming ailing Fascia Beam 45 Bulb-T
6 nnovation for fficiency Arched Prestressed Fascia Beam Prismatic Section (Large Adjustments) nnovation for fficiency Arched Prestressed Fascia Beam Prismatic Section (Shortened) nnovation for fficiency nnovation for Long Life Arched Prestressed Fascia Beam Prismatic Section (Shortened) ntersection Framing nd Section (Small Adjustments) Marsh sland Chincoteague sland nnovation for Long Life ntersection Framing nnovation for Long Life ntersection Framing Prismatic Section 6
7 nnovation for Long Life ntersection Framing nnovation for Long Life ntersection Framing Dapped nd nnovation for Long Life ntersection Framing nnovation for Long Life ntersection Framing Dapped nd nnovation for Long Life ntersection Framing nnovation for Long Life ntersection Framing 7
8 Chincoteague Project Project Overview Bascule Span Highlights Met Aesthetic equirements Satisfied Challenging Site Conditions nnovation for fficiency nnovation for Long Life 8
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