00820985

Component

https://doi.org/10.3141/1770-22

http://scholar.google.com...mael&publication_year=2001

In 1999 the Ohio Department of Transportation (ODOT) began the final plan development of the Maumee River Crossing Project in Toledo, Ohio. The project involves the engineering, design, and construction of a new high-level bridge crossing over the Maumee River on Interstate 280. It is a signature project for Northwest Ohio and represents the largest and most expensive project undertaken in the history of ODOT. All communities in Northwest Ohio have a history of involvement in public decisions, and a tremendous number of people wanted active participation in design and land use decisions about the new crossing. ODOT recognized the need to balance local and regional interests yet keep the project on schedule. These factors presented unique challenges to the encouragement of public participation at all levels. The agency decided to implement a comprehensive public involvement program that intimately involved the local metropolitan planning organization, ensured that elected officials were apprised of project developments, and provided for regionwide distribution of information about the project. The first major project decision was the selection of the type of bridge to be built. Within 5 months, a decision was made by ODOT, with full community support, to build a concrete cable-stayed bridge over the river. The success of the public involvement program for this segment of the design was found in the ability to focus citizen-based committees on a process for gathering public input and to help the committees understand how to incorporate the input into the bridge type decision.

This paper appears in Transportation Research Record No. 1770, Design of Structures 2001.

English

p. 173-180

2001

Transportation Research Record

0309072328

Figures (6) ; References (4) ; Tables (2)

Bridge design; Cable stayed bridges; Decision making; Information dissemination; Land use; Metropolitan planning organizations; Public participation

Maumee River (Ohio); Ohio

Bridges and other structures; Data and Information Technology; Design; Highways; Society; I24: Design of Bridges and Retaining Walls

TRIS, TRB, ATRI

Dec 10 2001 12:00AM

• BRIDGE SAFETY MONITORING USING COUPLED CURRENT DEVICE IMAGES
• COMPARATIVE STUDY OF AASHTO LOAD AND RESISTANCE FACTOR DESIGN DISTRIBUTION FACTORS FOR SLAB-GIRDER BRIDGES
• CONCRETE BRIDGE DECKS REINFORCED WITH FIBER-REINFORCED POLYMER BARS (WITH DISCUSSION AND CLOSURE)
• DEBRIS FLOW SIMULATION FOR HIGHWAY CROSS CULVERTS
• DESIGN OF PROFILE WALL THERMOPLASTIC PIPE FOR LOCAL BUCKLING (WITH DISCUSSION AND CLOSURE)
• DESIGN OF ROUTE 895 BRIDGE OVER JAMES RIVER IN VIRGINIA
• DIAGNOSTIC AND IN-SERVICE TESTING OF TRANSIT RAILWAY BRIDGE
• DYNAMIC LOADING OF BRIDGES
• EFFECT OF BEARING STIFFNESS AND SKEW ANGLE ON PERFORMANCE OF PRECAST CONCRETE BRIDGE
• EFFECTIVE USE OF PUBLIC INVOLVEMENT TO ACHIEVE AESTHETIC QUALITY IN BRIDGE DESIGN
• ESCAPE ADITS FOR TUNNEL SAFETY
• EXPERIMENTAL AND NUMERICAL EVALUATION OF BRACED-CHAIN EYEBAR BRIDGE
• EXPERIMENTAL CHARACTERIZATION OF METALLIC DAMPERS FOR SEISMIC RETROFIT OF HIGHWAY BRIDGES
• FATIGUE ASSESSMENT OF TRAFFIC SIGNAL MAST ARMS BASED ON FIELD TEST DATA UNDER NATURAL WIND GUSTS
• FIELD INVESTIGATION OF HIGH-PERFORMANCE CONCRETE BRIDGE DECKS IN SOUTH CAROLINA
• FIELD STUDIES OF STRENGTHENED TIMBER RAILROAD BRIDGE
• HEALTH MONITORING OF IRONTON-RUSSELL BRIDGE FOR RATING PURPOSES
• LONG-TERM DURABILITY OF STRUCTURAL COMPOSITE LUMBER IN BRIDGE APPLICATIONS
• PERFORMANCE IN LIEU OF PRESCRIPTION IN BRIDGE DESIGN: CHANGI AIRPORT MEZZANINE BRIDGE, SINGAPORE
• PERFORMANCE OF FIVE-SPAN STEEL BRIDGE WITH FIBER-REINFORCED POLYMER COMPOSITE DECK PANELS
• PERFORMANCE OF GLASS FIBER-REINFORCED POLYMER DECK ON STEEL GIRDER BRIDGE
• REPAIR AND STRENGTHENING OF CONCRETE STRUCTURES THROUGH APPLICATION OF CORRECTIVE POSTTENSIONING FORCES WITH SHAPE MEMORY ALLOYS
• RETROFITTING TO CORRECT UPLIFT OF CURVED GIRDER BRIDGE THROUGH FIELD TESTING AND ANALYSIS
• SOIL PRESSURE MEASURED AT VARIOUS FILL HEIGHTS ABOVE DEEPLY BURIED THERMOPLASTIC PIPE
• SUPERSTRUCTURE FLEXIBILITY AND DISINTEGRATION OF REINFORCED CONCRETE DECK SLABS: AN LRFD PERSPECTIVE
• TIME-DEPENDENT DEFLECTION OF THERMOPLASTIC PIPES UNDER DEEP BURIAL
• ULTRASONIC INSPECTION OF GLUED LAMINATED TIMBER FABRICATED WITH DEFECTS
• UPDATE ON ANALYTICAL AND EXPERIMENTAL RESEARCH ON BRIDGE RESTRAINERS
• VIRTUAL REALITY IMAGES TO AID PUBLIC INVOLVEMENT IN APPEARANCE OF ROADS AND BRIDGES