Strengthening, rehabilitation and widening of the existing arch bridge on national route 7 over the Olifants River, South Africa

This paper describes the rehabilitation of the existing bridge over the Olifants River. The bridge is on National Route 7 near Klawer and dates back to 1957. The defining feature of this elegant bridge is a concrete arch spanning 92.7 m. The existing bridge displayed extensive cracking, failed expan...

Full description

Bibliographic Details
Main Authors: van der Spuy Pierre, Niehaus Hennie
Format: Article
Language:English
Published: EDP Sciences 2018-01-01
Series:MATEC Web of Conferences
Online Access:https://doi.org/10.1051/matecconf/201819910008
id doaj-3b3c1eb339fc401d9c3aa62329e803a2
record_format Article
spelling doaj-3b3c1eb339fc401d9c3aa62329e803a22021-02-02T03:10:06ZengEDP SciencesMATEC Web of Conferences2261-236X2018-01-011991000810.1051/matecconf/201819910008matecconf_iccrrr2018_10008Strengthening, rehabilitation and widening of the existing arch bridge on national route 7 over the Olifants River, South Africavan der Spuy PierreNiehaus Hennie0Aurecon South Africa (Pty) Ltd, Transportation UnitThis paper describes the rehabilitation of the existing bridge over the Olifants River. The bridge is on National Route 7 near Klawer and dates back to 1957. The defining feature of this elegant bridge is a concrete arch spanning 92.7 m. The existing bridge displayed extensive cracking, failed expansion joints and spall damage to beam soffits. Some columns showed vertical cracks while some foundations presented with horizontal cracks. The arch presented with longitudinal cracks on both the upper and lower surfaces and a previous attempt to fill the cracks proved unsuccessful, as the cracks continued to widen. This paper presents the investigations undertaken to determine the cause for the observed defects as well as the methods employed to rehabilitate the bridge. These measures include strengthening with carbon fibre, coatings, patch repair, replacement of reinforcement, replacement of expansion joints and replacement of parapets. The work commenced early 2016 and was substantially completed mid-2018.https://doi.org/10.1051/matecconf/201819910008
collection DOAJ
language English
format Article
sources DOAJ
author van der Spuy Pierre
Niehaus Hennie
spellingShingle van der Spuy Pierre
Niehaus Hennie
Strengthening, rehabilitation and widening of the existing arch bridge on national route 7 over the Olifants River, South Africa
MATEC Web of Conferences
author_facet van der Spuy Pierre
Niehaus Hennie
author_sort van der Spuy Pierre
title Strengthening, rehabilitation and widening of the existing arch bridge on national route 7 over the Olifants River, South Africa
title_short Strengthening, rehabilitation and widening of the existing arch bridge on national route 7 over the Olifants River, South Africa
title_full Strengthening, rehabilitation and widening of the existing arch bridge on national route 7 over the Olifants River, South Africa
title_fullStr Strengthening, rehabilitation and widening of the existing arch bridge on national route 7 over the Olifants River, South Africa
title_full_unstemmed Strengthening, rehabilitation and widening of the existing arch bridge on national route 7 over the Olifants River, South Africa
title_sort strengthening, rehabilitation and widening of the existing arch bridge on national route 7 over the olifants river, south africa
publisher EDP Sciences
series MATEC Web of Conferences
issn 2261-236X
publishDate 2018-01-01
description This paper describes the rehabilitation of the existing bridge over the Olifants River. The bridge is on National Route 7 near Klawer and dates back to 1957. The defining feature of this elegant bridge is a concrete arch spanning 92.7 m. The existing bridge displayed extensive cracking, failed expansion joints and spall damage to beam soffits. Some columns showed vertical cracks while some foundations presented with horizontal cracks. The arch presented with longitudinal cracks on both the upper and lower surfaces and a previous attempt to fill the cracks proved unsuccessful, as the cracks continued to widen. This paper presents the investigations undertaken to determine the cause for the observed defects as well as the methods employed to rehabilitate the bridge. These measures include strengthening with carbon fibre, coatings, patch repair, replacement of reinforcement, replacement of expansion joints and replacement of parapets. The work commenced early 2016 and was substantially completed mid-2018.
url https://doi.org/10.1051/matecconf/201819910008
work_keys_str_mv AT vanderspuypierre strengtheningrehabilitationandwideningoftheexistingarchbridgeonnationalroute7overtheolifantsriversouthafrica
AT niehaushennie strengtheningrehabilitationandwideningoftheexistingarchbridgeonnationalroute7overtheolifantsriversouthafrica
_version_ 1724308474263764992