SlideShare una empresa de Scribd logo
1 de 5
Descargar para leer sin conexión
Doc No: DPD072.GN
Revision: March-09
© 2009
This document has copyright, which is owned by Sonneville International Corporation (SIC) and may not be reproduced, in
whole, in part, or in any form whatsoever without prior written authority from SIC. This document has been submitted on the
understanding that it will not be used in any way against the interest of SIC.
LOW VIBRATION TRACK (LVT)
Experience on viaducts
SONNEVILLE INTERNATIONAL CORPORATION
8109 Tis Well Drive, Suite 513
Alexandria, VA 22306, USA
Tel. +1 703 619 1530
Fax +1 703 619 1534
E-mail mail@sonneville.com
www.sonneville.com
Doc No: DPD072.GN
Revision: March-09
Low Vibration Track (LVT) – Experience on viaducts Page 2 of 5
While the longest extent of LVT is found in tunnels, which have traditionally constituted the
primary environment for slab track, LVT also benefits from a diverse and substantial experience
on viaducts.
LVT installations on viaducts include:
• 6.3 km on MTRC’s Lantau and Airport Railway in Hong Kong, where traffic started in
1998 with a 140 km/h train speed, 17 tons axle load and an anticipated 75 million tons
annual traffic.
A typical cross section is shown below.
• The inauguration of DART’s first line in Dallas, Texas took place within a few months
from the opening of MTRC’s Airport Railway and that line includes approximately 6 km
of LVT installed mostly in tunnels but also on a 85 m long, double track bridge over
Interstate Highway I30.
LVT has remained maintenance free both in the tunnels and on the bridge despite rail
temperatures varying from below freezing in the winter to above 140 °F (60 °C) in the
summer.
Part of that bridge is shown on the photograph that follows taken while trackwork was
still under way.
Doc No: DPD072.GN
Revision: March-09
Low Vibration Track (LVT) – Experience on viaducts Page 3 of 5
• In Brazil, the Unisinos-Sao Leopoldo extension of the Trensurb commuter line in Porto
Alegre involved the construction of 5 km (2.5 km double track) of LVT on viaducts.
Unreinforced track concrete was placed over the viaduct spans as shown on the
photograph below.
Revenue service started in 2000 with a 90 km/h train speed, 21 tons axle load and
20 million tons annual traffic.
Doc No: DPD072.GN
Revision: March-09
Low Vibration Track (LVT) – Experience on viaducts Page 4 of 5
• Line 2 of the Rio de Janeiro metro included the construction of a short section of
viaducts on which 1.0 km of LVT was built using unreinforced track concrete in the same
way as in Porto Alegre.
That line started operating in 1998 with a 70 km/h train speed, 17 tons axle load and
25 million tons annual traffic.
• KCRC in Hong Kong installed 1.4 km of LVT on viaducts on the West Rail line that
started operating in 2003 and approximately 1.2 km mostly within turnouts on viaducts
on the MOS extension of the East Rail line that started operating in 2004.
A typical cross section involving single plinths with reinforced concrete derailment
containment upstands and unreinforced track concrete is shown below.
Doc No: DPD072.GN
Revision: March-09
Low Vibration Track (LVT) – Experience on viaducts Page 5 of 5
• 2006 saw the completion of KCRC’s LMC Spur Line, where 3.2 km of LVT were installed
on viaducts.
For that project, the viaduct designers specified that 10 mm-wide joints be placed at
3.5 m intervals in the track concrete as shown on the photograph below taken prior to
final concreting. Because of the resulting longitudinal discontinuity of the track concrete,
fiber reinforced track concrete was used on viaducts for that project.

Más contenido relacionado

La actualidad más candente

Capstone Presentation
Capstone PresentationCapstone Presentation
Capstone Presentation
David Sun
 
Team 8_2M(Final)
Team 8_2M(Final)Team 8_2M(Final)
Team 8_2M(Final)
Jenny Hoang
 
Study ON Western Hinterland & Analysis of Indias Biggest Sea Port JNPT
Study ON Western Hinterland & Analysis of Indias Biggest Sea Port JNPTStudy ON Western Hinterland & Analysis of Indias Biggest Sea Port JNPT
Study ON Western Hinterland & Analysis of Indias Biggest Sea Port JNPT
manu786
 
Mozambique's rail industry
Mozambique's rail industryMozambique's rail industry
Mozambique's rail industry
Tristan Wiggill
 
Presentation1-subiyah
Presentation1-subiyahPresentation1-subiyah
Presentation1-subiyah
Garima Sethi
 
SAPICAの利用履歴を可視化する
SAPICAの利用履歴を可視化するSAPICAの利用履歴を可視化する
SAPICAの利用履歴を可視化する
Yoji Shidara
 
Presentationto Sapo For Mkhizwana
Presentationto Sapo For MkhizwanaPresentationto Sapo For Mkhizwana
Presentationto Sapo For Mkhizwana
Sbusiso
 
Jansen Venneboer Traffic Control Systems
Jansen Venneboer Traffic Control SystemsJansen Venneboer Traffic Control Systems
Jansen Venneboer Traffic Control Systems
Monique Kolk
 

La actualidad más candente (18)

Maputo Development Corridor update: Swaziland Rail
Maputo Development Corridor update: Swaziland RailMaputo Development Corridor update: Swaziland Rail
Maputo Development Corridor update: Swaziland Rail
 
Capstone Presentation
Capstone PresentationCapstone Presentation
Capstone Presentation
 
Mozambique’s Moatize Coal Basin - David Hunter, Mott McDonald
Mozambique’s Moatize Coal Basin - David Hunter, Mott McDonaldMozambique’s Moatize Coal Basin - David Hunter, Mott McDonald
Mozambique’s Moatize Coal Basin - David Hunter, Mott McDonald
 
Port of Beira
Port of BeiraPort of Beira
Port of Beira
 
Latest Marine developments by DHI. Henrik Kofoed-Hansen, DHI.
Latest Marine developments by DHI. Henrik Kofoed-Hansen, DHI.Latest Marine developments by DHI. Henrik Kofoed-Hansen, DHI.
Latest Marine developments by DHI. Henrik Kofoed-Hansen, DHI.
 
Team 8_2M(Final)
Team 8_2M(Final)Team 8_2M(Final)
Team 8_2M(Final)
 
Automotive logistics russia 2011(ust luga)
Automotive logistics russia 2011(ust luga)Automotive logistics russia 2011(ust luga)
Automotive logistics russia 2011(ust luga)
 
Study ON Western Hinterland & Analysis of Indias Biggest Sea Port JNPT
Study ON Western Hinterland & Analysis of Indias Biggest Sea Port JNPTStudy ON Western Hinterland & Analysis of Indias Biggest Sea Port JNPT
Study ON Western Hinterland & Analysis of Indias Biggest Sea Port JNPT
 
Mozambique's rail industry
Mozambique's rail industryMozambique's rail industry
Mozambique's rail industry
 
Waterfront for All Summit Workshop #1: Stewardship; how do we maintain and ac...
Waterfront for All Summit Workshop #1: Stewardship; how do we maintain and ac...Waterfront for All Summit Workshop #1: Stewardship; how do we maintain and ac...
Waterfront for All Summit Workshop #1: Stewardship; how do we maintain and ac...
 
Waterfront for All Summit Workshop #5: Who’s in charge: silos vs. coordinatio...
Waterfront for All Summit Workshop #5: Who’s in charge: silos vs. coordinatio...Waterfront for All Summit Workshop #5: Who’s in charge: silos vs. coordinatio...
Waterfront for All Summit Workshop #5: Who’s in charge: silos vs. coordinatio...
 
Quang Ninh Port's presentation
Quang Ninh Port's presentationQuang Ninh Port's presentation
Quang Ninh Port's presentation
 
Marina barrage
Marina barrageMarina barrage
Marina barrage
 
Presentation1-subiyah
Presentation1-subiyahPresentation1-subiyah
Presentation1-subiyah
 
SAPICAの利用履歴を可視化する
SAPICAの利用履歴を可視化するSAPICAの利用履歴を可視化する
SAPICAの利用履歴を可視化する
 
CDN – Corredor de Desenvolvimento do Norte
CDN – Corredor de Desenvolvimento do NorteCDN – Corredor de Desenvolvimento do Norte
CDN – Corredor de Desenvolvimento do Norte
 
Presentationto Sapo For Mkhizwana
Presentationto Sapo For MkhizwanaPresentationto Sapo For Mkhizwana
Presentationto Sapo For Mkhizwana
 
Jansen Venneboer Traffic Control Systems
Jansen Venneboer Traffic Control SystemsJansen Venneboer Traffic Control Systems
Jansen Venneboer Traffic Control Systems
 

Destacado (6)

Sobre los Desvios
Sobre los DesviosSobre los Desvios
Sobre los Desvios
 
Lesson 206 207 reviews
Lesson 206 207 reviewsLesson 206 207 reviews
Lesson 206 207 reviews
 
Sobre Mantenimiento
Sobre MantenimientoSobre Mantenimiento
Sobre Mantenimiento
 
LVC_Q1
LVC_Q1LVC_Q1
LVC_Q1
 
Reporte de Atenuacion de Vibraciones
Reporte de Atenuacion de VibracionesReporte de Atenuacion de Vibraciones
Reporte de Atenuacion de Vibraciones
 
Building Brilliant APIs
Building Brilliant APIsBuilding Brilliant APIs
Building Brilliant APIs
 

Similar a Experiencia en Viaductos

33 kV towerline roadcrossing design modification - Final (English)
33 kV towerline roadcrossing design modification - Final (English)33 kV towerline roadcrossing design modification - Final (English)
33 kV towerline roadcrossing design modification - Final (English)
Pablo Miguel Jurado
 
HS2.6 Interchange Stations Exec Report
HS2.6 Interchange Stations Exec ReportHS2.6 Interchange Stations Exec Report
HS2.6 Interchange Stations Exec Report
Robert Keenan AIA, OAA
 
An overview of wireless based subsea tunnel monitoring system
An overview of wireless based subsea tunnel monitoring systemAn overview of wireless based subsea tunnel monitoring system
An overview of wireless based subsea tunnel monitoring system
eSAT Journals
 

Similar a Experiencia en Viaductos (20)

33 kV towerline roadcrossing design modification - Final (English)
33 kV towerline roadcrossing design modification - Final (English)33 kV towerline roadcrossing design modification - Final (English)
33 kV towerline roadcrossing design modification - Final (English)
 
Seikan tunnel - The Longest Underwater Rail Tunnel
Seikan tunnel - The Longest Underwater Rail TunnelSeikan tunnel - The Longest Underwater Rail Tunnel
Seikan tunnel - The Longest Underwater Rail Tunnel
 
Descripcion del sistema LVT
Descripcion del sistema LVTDescripcion del sistema LVT
Descripcion del sistema LVT
 
2015 excellence-infrastructure-summary-slides-en
2015 excellence-infrastructure-summary-slides-en2015 excellence-infrastructure-summary-slides-en
2015 excellence-infrastructure-summary-slides-en
 
2015 Excellence in Infrastructure Submissions
2015 Excellence in Infrastructure Submissions2015 Excellence in Infrastructure Submissions
2015 Excellence in Infrastructure Submissions
 
Sain flyer - original configuration.
Sain flyer - original configuration.Sain flyer - original configuration.
Sain flyer - original configuration.
 
Project brief updated_aug081
Project brief updated_aug081Project brief updated_aug081
Project brief updated_aug081
 
Eglinton Crosstown LRT - Public Notice
Eglinton Crosstown LRT - Public NoticeEglinton Crosstown LRT - Public Notice
Eglinton Crosstown LRT - Public Notice
 
ATAL TUNNEL.pptx
ATAL TUNNEL.pptxATAL TUNNEL.pptx
ATAL TUNNEL.pptx
 
ATAL TUNNEL.pptx
ATAL TUNNEL.pptxATAL TUNNEL.pptx
ATAL TUNNEL.pptx
 
RV 2014: Mobile Workshop #15- Integrating Transit into Large Institutions
RV 2014: Mobile Workshop #15- Integrating Transit into Large InstitutionsRV 2014: Mobile Workshop #15- Integrating Transit into Large Institutions
RV 2014: Mobile Workshop #15- Integrating Transit into Large Institutions
 
Incheon international airport
Incheon international airportIncheon international airport
Incheon international airport
 
Atkins' tunnelling projects
Atkins' tunnelling projectsAtkins' tunnelling projects
Atkins' tunnelling projects
 
Adding capacity on the Steel Railway - Railway Gazette International
Adding capacity on the Steel Railway - Railway Gazette InternationalAdding capacity on the Steel Railway - Railway Gazette International
Adding capacity on the Steel Railway - Railway Gazette International
 
Runway construction project execution plan
Runway construction project execution plan Runway construction project execution plan
Runway construction project execution plan
 
Presentation on Millau viaduct
Presentation on Millau viaductPresentation on Millau viaduct
Presentation on Millau viaduct
 
Cam presentation current status & master plan_rd_05_jan18
Cam presentation current status & master plan_rd_05_jan18Cam presentation current status & master plan_rd_05_jan18
Cam presentation current status & master plan_rd_05_jan18
 
HS2.6 Interchange Stations Exec Report
HS2.6 Interchange Stations Exec ReportHS2.6 Interchange Stations Exec Report
HS2.6 Interchange Stations Exec Report
 
An overview of wireless based subsea tunnel monitoring system
An overview of wireless based subsea tunnel monitoring systemAn overview of wireless based subsea tunnel monitoring system
An overview of wireless based subsea tunnel monitoring system
 
ISCN 2015 Dialogue 1: Universities and Cities in the 21st Century, Lincoln Le...
ISCN 2015 Dialogue 1: Universities and Cities in the 21st Century, Lincoln Le...ISCN 2015 Dialogue 1: Universities and Cities in the 21st Century, Lincoln Le...
ISCN 2015 Dialogue 1: Universities and Cities in the 21st Century, Lincoln Le...
 

Más de Manuel Huaringa Leon (19)

TRABAJO ESCALONADO-FINAL
TRABAJO ESCALONADO-FINALTRABAJO ESCALONADO-FINAL
TRABAJO ESCALONADO-FINAL
 
Transmilenio fase III
Transmilenio fase IIITransmilenio fase III
Transmilenio fase III
 
Informe de gestion 2009
Informe de gestion 2009Informe de gestion 2009
Informe de gestion 2009
 
Transmilenio
TransmilenioTransmilenio
Transmilenio
 
Ventajas del Sistema
Ventajas del SistemaVentajas del Sistema
Ventajas del Sistema
 
Referencias
ReferenciasReferencias
Referencias
 
LVT
LVTLVT
LVT
 
Instalacion
InstalacionInstalacion
Instalacion
 
Rutas
RutasRutas
Rutas
 
EL METRO DE LIMA
EL METRO DE LIMAEL METRO DE LIMA
EL METRO DE LIMA
 
Arq cesar lama
Arq cesar lamaArq cesar lama
Arq cesar lama
 
Consorcio Tren Electrico - Megaevento Ferroviario
Consorcio Tren Electrico - Megaevento FerroviarioConsorcio Tren Electrico - Megaevento Ferroviario
Consorcio Tren Electrico - Megaevento Ferroviario
 
Plan de viaje descripcion de rutas
Plan de viaje   descripcion de rutasPlan de viaje   descripcion de rutas
Plan de viaje descripcion de rutas
 
Low Vibration Track
Low Vibration TrackLow Vibration Track
Low Vibration Track
 
Primer trabajo
Primer trabajoPrimer trabajo
Primer trabajo
 
Primer trabajo
Primer trabajoPrimer trabajo
Primer trabajo
 
Tema de tesis
Tema de tesisTema de tesis
Tema de tesis
 
Trans milenio wikipedia
Trans milenio wikipediaTrans milenio wikipedia
Trans milenio wikipedia
 
Transmilenio bogota
Transmilenio bogotaTransmilenio bogota
Transmilenio bogota
 

Último

Beyond the EU: DORA and NIS 2 Directive's Global Impact
Beyond the EU: DORA and NIS 2 Directive's Global ImpactBeyond the EU: DORA and NIS 2 Directive's Global Impact
Beyond the EU: DORA and NIS 2 Directive's Global Impact
PECB
 
Activity 01 - Artificial Culture (1).pdf
Activity 01 - Artificial Culture (1).pdfActivity 01 - Artificial Culture (1).pdf
Activity 01 - Artificial Culture (1).pdf
ciinovamais
 
Kisan Call Centre - To harness potential of ICT in Agriculture by answer farm...
Kisan Call Centre - To harness potential of ICT in Agriculture by answer farm...Kisan Call Centre - To harness potential of ICT in Agriculture by answer farm...
Kisan Call Centre - To harness potential of ICT in Agriculture by answer farm...
Krashi Coaching
 
1029 - Danh muc Sach Giao Khoa 10 . pdf
1029 -  Danh muc Sach Giao Khoa 10 . pdf1029 -  Danh muc Sach Giao Khoa 10 . pdf
1029 - Danh muc Sach Giao Khoa 10 . pdf
QucHHunhnh
 

Último (20)

Beyond the EU: DORA and NIS 2 Directive's Global Impact
Beyond the EU: DORA and NIS 2 Directive's Global ImpactBeyond the EU: DORA and NIS 2 Directive's Global Impact
Beyond the EU: DORA and NIS 2 Directive's Global Impact
 
Measures of Dispersion and Variability: Range, QD, AD and SD
Measures of Dispersion and Variability: Range, QD, AD and SDMeasures of Dispersion and Variability: Range, QD, AD and SD
Measures of Dispersion and Variability: Range, QD, AD and SD
 
Grant Readiness 101 TechSoup and Remy Consulting
Grant Readiness 101 TechSoup and Remy ConsultingGrant Readiness 101 TechSoup and Remy Consulting
Grant Readiness 101 TechSoup and Remy Consulting
 
Unit-IV- Pharma. Marketing Channels.pptx
Unit-IV- Pharma. Marketing Channels.pptxUnit-IV- Pharma. Marketing Channels.pptx
Unit-IV- Pharma. Marketing Channels.pptx
 
Activity 01 - Artificial Culture (1).pdf
Activity 01 - Artificial Culture (1).pdfActivity 01 - Artificial Culture (1).pdf
Activity 01 - Artificial Culture (1).pdf
 
Accessible design: Minimum effort, maximum impact
Accessible design: Minimum effort, maximum impactAccessible design: Minimum effort, maximum impact
Accessible design: Minimum effort, maximum impact
 
A Critique of the Proposed National Education Policy Reform
A Critique of the Proposed National Education Policy ReformA Critique of the Proposed National Education Policy Reform
A Critique of the Proposed National Education Policy Reform
 
Measures of Central Tendency: Mean, Median and Mode
Measures of Central Tendency: Mean, Median and ModeMeasures of Central Tendency: Mean, Median and Mode
Measures of Central Tendency: Mean, Median and Mode
 
Student login on Anyboli platform.helpin
Student login on Anyboli platform.helpinStudent login on Anyboli platform.helpin
Student login on Anyboli platform.helpin
 
Kisan Call Centre - To harness potential of ICT in Agriculture by answer farm...
Kisan Call Centre - To harness potential of ICT in Agriculture by answer farm...Kisan Call Centre - To harness potential of ICT in Agriculture by answer farm...
Kisan Call Centre - To harness potential of ICT in Agriculture by answer farm...
 
General AI for Medical Educators April 2024
General AI for Medical Educators April 2024General AI for Medical Educators April 2024
General AI for Medical Educators April 2024
 
INDIA QUIZ 2024 RLAC DELHI UNIVERSITY.pptx
INDIA QUIZ 2024 RLAC DELHI UNIVERSITY.pptxINDIA QUIZ 2024 RLAC DELHI UNIVERSITY.pptx
INDIA QUIZ 2024 RLAC DELHI UNIVERSITY.pptx
 
1029 - Danh muc Sach Giao Khoa 10 . pdf
1029 -  Danh muc Sach Giao Khoa 10 . pdf1029 -  Danh muc Sach Giao Khoa 10 . pdf
1029 - Danh muc Sach Giao Khoa 10 . pdf
 
Disha NEET Physics Guide for classes 11 and 12.pdf
Disha NEET Physics Guide for classes 11 and 12.pdfDisha NEET Physics Guide for classes 11 and 12.pdf
Disha NEET Physics Guide for classes 11 and 12.pdf
 
Interactive Powerpoint_How to Master effective communication
Interactive Powerpoint_How to Master effective communicationInteractive Powerpoint_How to Master effective communication
Interactive Powerpoint_How to Master effective communication
 
Web & Social Media Analytics Previous Year Question Paper.pdf
Web & Social Media Analytics Previous Year Question Paper.pdfWeb & Social Media Analytics Previous Year Question Paper.pdf
Web & Social Media Analytics Previous Year Question Paper.pdf
 
Key note speaker Neum_Admir Softic_ENG.pdf
Key note speaker Neum_Admir Softic_ENG.pdfKey note speaker Neum_Admir Softic_ENG.pdf
Key note speaker Neum_Admir Softic_ENG.pdf
 
APM Welcome, APM North West Network Conference, Synergies Across Sectors
APM Welcome, APM North West Network Conference, Synergies Across SectorsAPM Welcome, APM North West Network Conference, Synergies Across Sectors
APM Welcome, APM North West Network Conference, Synergies Across Sectors
 
Q4-W6-Restating Informational Text Grade 3
Q4-W6-Restating Informational Text Grade 3Q4-W6-Restating Informational Text Grade 3
Q4-W6-Restating Informational Text Grade 3
 
Nutritional Needs Presentation - HLTH 104
Nutritional Needs Presentation - HLTH 104Nutritional Needs Presentation - HLTH 104
Nutritional Needs Presentation - HLTH 104
 

Experiencia en Viaductos

  • 1. Doc No: DPD072.GN Revision: March-09 © 2009 This document has copyright, which is owned by Sonneville International Corporation (SIC) and may not be reproduced, in whole, in part, or in any form whatsoever without prior written authority from SIC. This document has been submitted on the understanding that it will not be used in any way against the interest of SIC. LOW VIBRATION TRACK (LVT) Experience on viaducts SONNEVILLE INTERNATIONAL CORPORATION 8109 Tis Well Drive, Suite 513 Alexandria, VA 22306, USA Tel. +1 703 619 1530 Fax +1 703 619 1534 E-mail mail@sonneville.com www.sonneville.com
  • 2. Doc No: DPD072.GN Revision: March-09 Low Vibration Track (LVT) – Experience on viaducts Page 2 of 5 While the longest extent of LVT is found in tunnels, which have traditionally constituted the primary environment for slab track, LVT also benefits from a diverse and substantial experience on viaducts. LVT installations on viaducts include: • 6.3 km on MTRC’s Lantau and Airport Railway in Hong Kong, where traffic started in 1998 with a 140 km/h train speed, 17 tons axle load and an anticipated 75 million tons annual traffic. A typical cross section is shown below. • The inauguration of DART’s first line in Dallas, Texas took place within a few months from the opening of MTRC’s Airport Railway and that line includes approximately 6 km of LVT installed mostly in tunnels but also on a 85 m long, double track bridge over Interstate Highway I30. LVT has remained maintenance free both in the tunnels and on the bridge despite rail temperatures varying from below freezing in the winter to above 140 °F (60 °C) in the summer. Part of that bridge is shown on the photograph that follows taken while trackwork was still under way.
  • 3. Doc No: DPD072.GN Revision: March-09 Low Vibration Track (LVT) – Experience on viaducts Page 3 of 5 • In Brazil, the Unisinos-Sao Leopoldo extension of the Trensurb commuter line in Porto Alegre involved the construction of 5 km (2.5 km double track) of LVT on viaducts. Unreinforced track concrete was placed over the viaduct spans as shown on the photograph below. Revenue service started in 2000 with a 90 km/h train speed, 21 tons axle load and 20 million tons annual traffic.
  • 4. Doc No: DPD072.GN Revision: March-09 Low Vibration Track (LVT) – Experience on viaducts Page 4 of 5 • Line 2 of the Rio de Janeiro metro included the construction of a short section of viaducts on which 1.0 km of LVT was built using unreinforced track concrete in the same way as in Porto Alegre. That line started operating in 1998 with a 70 km/h train speed, 17 tons axle load and 25 million tons annual traffic. • KCRC in Hong Kong installed 1.4 km of LVT on viaducts on the West Rail line that started operating in 2003 and approximately 1.2 km mostly within turnouts on viaducts on the MOS extension of the East Rail line that started operating in 2004. A typical cross section involving single plinths with reinforced concrete derailment containment upstands and unreinforced track concrete is shown below.
  • 5. Doc No: DPD072.GN Revision: March-09 Low Vibration Track (LVT) – Experience on viaducts Page 5 of 5 • 2006 saw the completion of KCRC’s LMC Spur Line, where 3.2 km of LVT were installed on viaducts. For that project, the viaduct designers specified that 10 mm-wide joints be placed at 3.5 m intervals in the track concrete as shown on the photograph below taken prior to final concreting. Because of the resulting longitudinal discontinuity of the track concrete, fiber reinforced track concrete was used on viaducts for that project.