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Title:

Evaluation of Load Capacity of Prestressed Concrete Girders of Road Bridge Spans Strengthened with CFRP Strips and New Reinforced Concrete Deck Slab Based on Field Static Tests

Accession Number:

01088374

Record Type:

Component

Availability:

Transportation Research Board Business Office

500 Fifth Street, NW
Washington, DC 20001 United States

Abstract:

This paper presented the method, scope, results and their analysis of the research and the main conclusions drawn from static field load tests performed on a five-span prestressed concrete road bridge after its repair. The bridge with the effective spans of 18.00 m is located over the Nysa Klodzka River in Paczkow (Poland). All bridge span beams became reinforced by CFRP tapes glued on bottom flanges of main beams as well as overlaid a new concrete deck layer. The main aim of the conducted bridge repair was to increase its load capacity to 300 kN (class C) according to the Polish Loads Standard (PN-85/S-10030). The results obtained during the research of the bridge after its repair at field load tests were conducive to determining the behavior of the analyzed span structure under static loads, which allowed for an assessment of the efficiency of the strengthening, as well as establishment of guidelines for future reference concerning this type of maintenance in the engineering practice.

Monograph Accession #:

01084478

Report/Paper Numbers:

08-1507

Language:

English

Corporate Authors:

Transportation Research Board

500 Fifth Street, NW
Washington, DC 20001 United States

Authors:

Manko, Zbigniew
Mordak, Arkadiusz Grzegorz

Pagination:

10p

Publication Date:

2008

Conference:

Transportation Research Board 87th Annual Meeting

Location: Washington DC, United States
Date: 2008-1-13 to 2008-1-17
Sponsors: Transportation Research Board

Media Type:

DVD

Features:

Figures; Photos; References (7) ; Tables (1)

Geographic Terms:

Subject Areas:

Bridges and other structures; Construction; Highways; I53: Construction of Bridges and Retaining Walls

Source Data:

Transportation Research Board Annual Meeting 2008 Paper #08-1507

Files:

TRIS, TRB

Created Date:

Jan 29 2008 3:51PM