Determination of Technical Condition of a Bridge Structure Based on Survey Results

Abstract:

Nowadays, the age of most transport facilities in Russian Federation is estimated in many decades. Consequently, there is an urgent need for periodic surveys and monitoring of the state of each structure, its individual structural elements. The main purpose of these measures is to maintain the high performance indicators of the transport structure, the achievement of which is impossible without examination, analysis and evaluation of parts of the structure that are in the aquatic environment and, as a consequence, the occurrence and development of various types and degrees of defects and damages. The most important conditions for ensuring uninterrupted and safe traffic along the bridges of vehicles and pedestrians are: the normative load-carrying capacity of the structure; required clearance of the roadway and sidewalks; compliance with traffic safety requirements for bridges; observance of characteristics and maintenance of the bridge capacity for the period of ice drift and high water; timely performance of work on the care, maintenance and repair of the elements of the bridge. Technically sound structures and their reliability can be ensured if all the parameters of the road category structure and the requirements of regulatory documents are met. The work presents the survey materials of the bridge. Classification of defects by group and class of danger. The results of determining the carrying capacity on the basis of the survey are given.

• Periodical: Materials Science Forum (Volume 931)
• Pages: 643-648
• DOI: https://doi.org/10.4028/www.scientific.net/MSF.931.643
• Online since: September 2018
• Authors: Marina O. Karpushko*, Igor L. Bartolomei, Elena N. Karpushko
• Keywords: Bridge, Carrying Capacity, Defect, Inspection, Survey, Technical Condition

References

[1] Concept of improving state of bridge structures on federal highway network of Russia (for the period 2002-2010), Ministerstvo transporta Rossijskoj Federacii, Rosavtodor, Moscow, (2003).

[2] SP 35.13330.2011. Set of rules. Bridges and pipes. Updated version of SNiP 2.05.03-84*, Ministerstvo regional'nogo razvitiya Rossijskoj Federacii, Moscow, (2016).

[3] SP 79.13330.2012. Bridges and pipes. Rules for examinations and tests. Updated version of SNiP 3.06.07-86, Ministerstvo regional'nogo razvitiya Rossijskoj Federacii, Moscow, (2016).

[4] GOST R 52748-2007. Roads of public use. Normative loads, design loading schemes and dimensions of approximation, Rostekhregulirovanie, (2007).

[5] Mark Hurt and Steven D. Schrock, Chapter 3 - Bridge Inspection and Evaluation, In Highway Bridge Maintenance Planning and Scheduling, Butterworth-Heinemann, 2016, pp.99-154.

DOI: 10.1016/b978-0-12-802069-2.00003-9

[6] Ehab Ellobody, Chapter 3 - Applied Loads and Stability of Steel and Steel-Concrete Composite Bridges, In Finite Element Analysis and Design of Steel and Steel-Concrete Composite Bridges, Butterworth-Heinemann, Oxford, 2014, pp.113-220.

DOI: 10.1016/b978-0-12-417247-0.00003-x

[7] Věroslav Kaplan, Petr Dvořák, Reflection on the Possibilities for Monitoring the Aging Bridge Structures, Procedia Engineering. 187 (2017) 649-655.

DOI: 10.1016/j.proeng.2017.04.426

[8] PennDOT Bridge Inspection Terminology and Sufficiency Ratings, In Accelerated Bridge Construction, ed. by Mohiuddin Ali Khan, Butterworth-Heinemann, Boston, 2015, pp. e11-e13.

DOI: 10.1016/b978-0-12-407224-4.15003-8

[9] P.J. Vardanega, G.T. Webb, P.R.A. Fidler and C.R. Middleton, Chapter 29 - Bridge monitoring, In Innovative Bridge Design Handbook, ed. by Alessio Pipinato, Butterworth-Heinemann, Boston, 2016, pp.759-775.

DOI: 10.1016/b978-0-12-800058-8.00029-3

[10] Irgina River // State Water Register. Information on: http://textual.ru/gvr/index.php?card= 180910.

[11] A reference manual for a road (bridge) master for maintenance of bridge structures on highways, ROSDORNII, Rosavtodor, Moscow, (1999).

[12] ODM 218.4.001-2008. Methodical recommendations on the organization of inspection and testing of bridge structures on highways, Rosavtodor, Moscow, (2008).

[13] ODM 218.4.025-2016. Methodical recommendations for determining carrying capacity of operated bridge structures on public roads, Rosavtodor, Moscow, (2016).

[14] ODM 218.4.026-2016. Branch road methodical document. Methodical recommendations for determining the carrying capacity of operated bridge structures on public roads. Concrete and reinforced concrete structures, Rosavtodor, Moscow, (2016).

[15] ODM 218.4.027-2016. Branch road methodical document. Recommendations for determining the carrying capacity of operated bridge structures on public roads. Metal and steel structures, Rosavtodor, Moscow, (2016).

[16] VSN 4-81. Instructions for bridges and pipes inspection on the roads. Ministerstvo avtomobil'nyh dorog, RSFSR, Moscow, (1990).