Standards for Single Span Prefabricated Bridges, Phase I - Concept Development, TR-663, 2014

(2014) Standards for Single Span Prefabricated Bridges, Phase I - Concept Development, TR-663, 2014. Transportation, Department of

[img]
Preview
PDF
IADOT_HDR_TR-663_Rossbach_Standards_Single_Span_Prefabricated_Bridges_Phase_I_2014.pdf

File Size:709kB

Abstract

In coordination with a Technical Advisory Committee (TAC) consisting of County Engineers and Iowa DOT representatives, the Iowa DOT has proposed to develop a set of standards for a single span prefabricated bridge system for use on the local road system. The purpose of the bridge system is to improve bridge construction, accelerate project delivery, improve worker safety, be cost effective, reduce impacts to the travelling public by reducing traffic disruptions and the duration of detours, and allow local forces to construct the bridges. HDR Inc. was selected by the Iowa DOT to perform the initial concept screening of the bridge system. This Final Report summarizes the initial conceptual effort to investigate potential systems, make recommendations for a preferred system and propose initial details to be tested in the laboratory in Phase 2 of the project. The prefabricated bridge components were to be based on the following preliminary criteria set forth by the TAC. The criteria were to be verified and/ or modified as part of the conceptual development. - 24’ and 30’ roadway widths - Skews of 0o, 15o, and 30o - Span lengths of 30’ – 70’ in 10’ increments using precast concrete beams - Voided box beams could be considered - Limit precast element weight to 45,000 pounds for movement and placement of beams - Beams could be joined transversely with threaded rods - Abutment concepts may included precast as well as an option for cast-in-place abutments with pile foundations In addition to the above criteria, there was an interest to use a single-width prefabricated bridge component to simplify fabrication as well as a desire to utilize non-prestressed concrete systems where possible to allow for precasting of the beam modules by local forces or local precast plants. The SL-1 modular steel bridge rail was identified for use with this single span prefabricated bridge system.

Item Type: Departmental Report
Keywords: Bridges, Precast concrete, Prefabricated bridges,
Subjects: Transportation
Transportation > Bridges and tunnels
Transportation > Research > Concrete
ID Code: 18226
Deposited By: Leighton Christiansen
Deposited On: 11 Dec 2014 16:50
Last Modified: 11 Dec 2014 16:50
URI: https://publications.iowa.gov/id/eprint/18226