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Explore precast and prestressed bridge standards, key considerations, and construction methods for efficient, durable county bridge projects. Includes analysis of various bridge systems, lab testing, and construction considerations.
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Concept Development Short span prebricated county bridge standards
Key Considerations • Prefabricated system to accelerate construction • Prestressing only in spans where required • Preference for only one beam width • Prefabricated or modular abutments • Use SL-1 Steel Barrier Rail • Minimize weight of components (<45,000 Lbs.) • Preference to avoid transverse post-tensioning • 24’ & 30’ Road widths; Spans from 30’ – 70’ • 0, 15, & 30 degree skews
What systems are currently being used? • Internet search of State DOT Standards • Input from other regional HDR offices
What are other viable or new systems? • Internet Search • DOT Scanning Tour Results
Predominant Systems • Precast/Prestressed Concrete Voided Slabs • Precast/Prestressed Concrete Box Beams • Precast/Prestressed Deck Bulb T Beams • Precast/Prestressed Double T Beams • Precast/Prestressed Inverted T Beams
Construction Considerations • Differential Camber (prestressed members) • Reflective Cracking • Code Recommended Transverse Post –tensioning • Topping / Wearing Surface • Barrier Rail Connection • Skew Effects • Accommodation of Roadway Crown • Parallel Wing Abutments
Lab Testing Phase • Connection of SL-1 Steel Rail • Transverse Post-tensioning for crowned roadway Additional Analysis • Parametric Study of conventionally reinforced vs. prestressed beam span limits
Discussion: • Transverse connection • P/T vs. hand tightened tie rod? • Level of transverse contact force? • Keyway configuration? • Keyway grout or UHPC? • Topped or untopped? (differential camber)
Discussion: • Abutment Details • End diaphragm as backwall? • Anchorage of boxes to integral abutment? • 3 vs. 4 bearing pads? • Accommodation of roadway crown