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Bishoy M. Kelleny
The German University in Cairo, Research Group of Travel Behavior Modeling
and Intelligent Transportation Systems
• World widely, the global roads infrastructure demand requires $16.6
trillions by 2013 (approx. 1% of the global GDP)
• In Europe, the total inland
transport infrastructure
investments per GDP is
approximately 1% in 2013
[Source: OECD]
• On another hand, In Europe, Congestion costs about 1% of Gross
Domestic Product (GDP) every year. [Sources: (Appendix 5 of the
Impact Assessment accompanying the White Paper, SEC(2011) 358)]
• In developing and transitional economies, these remarkable figures
become more significant (Cairo congestion losses are representing
3.6% of the country’s GDP, whilst 8.9 per cent of the country’s GDP is
allocated for roads infrastructure development and maintenance.
• In reference to these findings regarding the demand for transport
infrastructure investments and congestion costs, resources
allocation becomes questionable.
• Then, in light of the global tension on cutting budgets, these
“Capacity Reserves” could be a potential release for the
overwhelmed economies.
• These “Capacity Reserves” indicates the un-used fraction of the
network capacity (inhibited capacity) due to avoidable traffic
congestions.
• The primary research question then was how to descriptively
analyze this un-used fraction of the network capacity in terms of the
capacity damping leading parameters.
• How to reflect this basic understanding of what is so called “Capacity
Dampers” on a given link, so that a quantitative investigation can be
feasibly conducted.
• Finally, how to integrate these capacity dampers as a valuable
parameter in the road maintenance management plans.
• An investigative congestion
analysis was conducted with
respect to the two influencing
factors; the overall speed and
the density.
• Capacity Reserves Potential
Parameters that have direct
impact on the speed or the
density are highlighted here,
along with their symptoms.
• The Concept of Capacity introduced here is described as the
maximum hourly flow that can be dispatched at the roadway
segment end point (intersection) at acceptable time headway
OR
• The used carrying infrastructure (used no. of lanes).
• Hence, a declined speed, along with aggravating densities, as well as
taken-away traffic lane indicate a clear state of inhibited capacity.
• An audit form was designed to perform this analysis for both case
studies.
• Case Study 1: Egypt
Cairo- Kamel Sedky Street (El
Faggala Area)
• Case Study 2: Indonesia
Kesehatan Street (Sardjito Regional
Hospital Area)
Capacity Reserves
Parameters
Corresponding Capacity Dampers
Case Study 1: Egypt Case Study 2: Indonesia
Design Features - Pedestrian merges to the roadway-
Enforced Lane Changing Action
- Pedestrian merges to the roadway
and Bumpy road surface- Enforced
Lane Changing Action
Traffic management and
control
- Stop and go and delays due to the
unwanted turns at the local streets
leading to the segment
- Delays due to entry and exit to
hospital and medical Faculty
Parking supply and demand - Excess in parking demand - Excess in parking demand
Land use planning - Commercial activities as traffic
generator
- Illegal parking and spillover
commercial activities
- Hospital and Campus as traffic
generator
- Illegal parking and street hawker
due to weak law enforcement
Actual operational capacity 40% 60%
• Both Case Studies showed significant capacity hindrance due to the
methodologically highlighted capacity dampers.
• Road Network Capacity Dampers are
underrated parameter in the
Programmable Problem of Road
Maintenance Management System.
• Here is shown a developed Road Asset
Management-Capacity Reclamation
Decision Planning Algorithm that
integrates these “Dampers”, along
with their “Potential Remedial
Measures”.

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TRA2016_pre_Kelleny

  • 1. Bishoy M. Kelleny The German University in Cairo, Research Group of Travel Behavior Modeling and Intelligent Transportation Systems
  • 2. • World widely, the global roads infrastructure demand requires $16.6 trillions by 2013 (approx. 1% of the global GDP) • In Europe, the total inland transport infrastructure investments per GDP is approximately 1% in 2013 [Source: OECD]
  • 3. • On another hand, In Europe, Congestion costs about 1% of Gross Domestic Product (GDP) every year. [Sources: (Appendix 5 of the Impact Assessment accompanying the White Paper, SEC(2011) 358)] • In developing and transitional economies, these remarkable figures become more significant (Cairo congestion losses are representing 3.6% of the country’s GDP, whilst 8.9 per cent of the country’s GDP is allocated for roads infrastructure development and maintenance.
  • 4. • In reference to these findings regarding the demand for transport infrastructure investments and congestion costs, resources allocation becomes questionable. • Then, in light of the global tension on cutting budgets, these “Capacity Reserves” could be a potential release for the overwhelmed economies. • These “Capacity Reserves” indicates the un-used fraction of the network capacity (inhibited capacity) due to avoidable traffic congestions.
  • 5. • The primary research question then was how to descriptively analyze this un-used fraction of the network capacity in terms of the capacity damping leading parameters. • How to reflect this basic understanding of what is so called “Capacity Dampers” on a given link, so that a quantitative investigation can be feasibly conducted. • Finally, how to integrate these capacity dampers as a valuable parameter in the road maintenance management plans.
  • 6. • An investigative congestion analysis was conducted with respect to the two influencing factors; the overall speed and the density. • Capacity Reserves Potential Parameters that have direct impact on the speed or the density are highlighted here, along with their symptoms.
  • 7. • The Concept of Capacity introduced here is described as the maximum hourly flow that can be dispatched at the roadway segment end point (intersection) at acceptable time headway OR • The used carrying infrastructure (used no. of lanes). • Hence, a declined speed, along with aggravating densities, as well as taken-away traffic lane indicate a clear state of inhibited capacity. • An audit form was designed to perform this analysis for both case studies.
  • 8. • Case Study 1: Egypt Cairo- Kamel Sedky Street (El Faggala Area) • Case Study 2: Indonesia Kesehatan Street (Sardjito Regional Hospital Area)
  • 9. Capacity Reserves Parameters Corresponding Capacity Dampers Case Study 1: Egypt Case Study 2: Indonesia Design Features - Pedestrian merges to the roadway- Enforced Lane Changing Action - Pedestrian merges to the roadway and Bumpy road surface- Enforced Lane Changing Action Traffic management and control - Stop and go and delays due to the unwanted turns at the local streets leading to the segment - Delays due to entry and exit to hospital and medical Faculty Parking supply and demand - Excess in parking demand - Excess in parking demand Land use planning - Commercial activities as traffic generator - Illegal parking and spillover commercial activities - Hospital and Campus as traffic generator - Illegal parking and street hawker due to weak law enforcement Actual operational capacity 40% 60% • Both Case Studies showed significant capacity hindrance due to the methodologically highlighted capacity dampers.
  • 10. • Road Network Capacity Dampers are underrated parameter in the Programmable Problem of Road Maintenance Management System. • Here is shown a developed Road Asset Management-Capacity Reclamation Decision Planning Algorithm that integrates these “Dampers”, along with their “Potential Remedial Measures”.