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Architectural, Construction, Engineering And Inspection Services - Quality Monitoring Steel Construction For The Replacement New Frankenschnellweg Bridge (District Road N4) Over The Main-Danube Canal And The Southwest Bypass Bw 1.418. New Replacement Bridges Over The Main-Danube Canal And The South-West Tangent (Bw 1.418) Description Of Existing Structure: Construction Method: Shoring Construction Longitudinal Support System: Beam Bridges Material: Prestressed Concrete, Longitudinally Prestressed, Fields: Main Bridge: 6 Fields West Ramp: 3 Fields East Ramp: 3 Fields Lengths: Main Bridge: Approx. 302 M West Ramp: Approx. 93 M East Ramp: Approx. 235 M Cross Section: 2-Web T-Beam Bridge Area: Approx. 12,400 M² Special Features: Prestressing Steel At Risk Of Stress Corrosion Cracking Description Replacement New Building: Type Of Superstructure: Steel Composite Construction Cross Section Of Superstructure: Hollow Girder Main Dimensions: Spans Of Main Bridge: 44.4 M / 102.5 M / 65.5 M / 56 .5 M / 52.0 M Spans West Ramp: 59.5 M / 31.1 M / 25.0 M Spans East Ramp: 26.0 M / 29.0 M / 34.0 M Clear Width: 318.29 M Width Between D. Gel.: 22.35 M To 28.85 M Construction Height: 4.50 M Clear Height: 4.70 M Crossing Angle Mdk: 96.7 Gon

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