Alexander Skabardonis

ORCID: 0000-0002-7064-5993
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About
Contact & Profiles
Research Areas
  • Traffic Prediction and Management Techniques
  • Transportation Planning and Optimization
  • Traffic control and management
  • Traffic and Road Safety
  • Vehicle emissions and performance
  • Transportation Systems and Infrastructure
  • Autonomous Vehicle Technology and Safety
  • Urban Transport and Accessibility
  • Simulation Techniques and Applications
  • Transportation and Mobility Innovations
  • Infrastructure Maintenance and Monitoring
  • Anomaly Detection Techniques and Applications
  • Risk and Safety Analysis
  • Safety Warnings and Signage
  • Power Line Communications and Noise
  • Facility Location and Emergency Management
  • Fault Detection and Control Systems
  • Urban and Freight Transport Logistics
  • Software System Performance and Reliability
  • Image and Object Detection Techniques
  • Vehicular Ad Hoc Networks (VANETs)
  • Energy, Environment, and Transportation Policies
  • Human-Automation Interaction and Safety
  • Advanced Database Systems and Queries
  • Network Time Synchronization Technologies

University of California, Berkeley
2015-2025

Institute of Transportation Engineers
2025

San Diego State University
2019

Korea Advanced Institute of Science and Technology
2012

Center for Information Technology Research in the Interest of Society
2010

University of California System
2009

University of Minnesota
2008

National Technical University of Athens
2008

University of Florida
2007

Performance Measurement System (PeMS) is a freeway performance measurement system for all of California. It processes 2 GB/day 30-s loop detector data in real time to produce useful information. At any managers can have uniform, comprehensive assessment performance. Traffic engineers base their operational decisions on knowledge the current status network. Planners determine whether congestion bottlenecks be alleviated by improving operations or minor capital improvements. Travelers obtain...

10.3141/1748-12 article EN Transportation Research Record Journal of the Transportation Research Board 2001-01-01

Single-loop detectors provide the most abundant source of traffic data in California, but loop samples are often missing or invalid. A method is described that detects bad and imputes to form a complete grid clean data, real time. The diagnostics algorithm imputation implement this operational on 14,871 loops six districts California Department Transportation. (malfunctioning) single-loop from their volume occupancy measurements. Its novelty its use time series many samples, instead basing...

10.3141/1855-20 article EN Transportation Research Record Journal of the Transportation Research Board 2003-01-01

Statistics from a corridor along Interstate 5 in Los Angeles show that average travel time and travel-time variability are meaningful measures of freeway performance. Variability is an important measure service quality for travelers. Travel can be used to quantify the effect incidents, incident information help reduce uncertainty. Predictability benefits intelligent transportation systems. These differ those defined Highway Capacity Manual other aggregate delay.

10.3141/1855-09 article EN Transportation Research Record Journal of the Transportation Research Board 2003-01-01

An analytical model for real-time estimation of travel times along signalized arterials was developed. The application the on two arterial sites and comparisons estimated with simulated field data show that accurately predicts selected sites. In this article, we present several important extensions refinements to including treatment long queues queue spillovers, algorithms signal priority transit vehicles. We also describe integration into an archival management system continuous measurement...

10.1080/15472450802023337 article EN Journal of Intelligent Transportation Systems 2008-04-30

This paper presents a person-based traffic responsive signal control system for transit priority (TSP) on conflicting routes. A mixed-integer nonlinear program (MINLP) is formulated, which minimizes the total person delay at an intersection while assigning to vehicles based their passenger occupancy. The mathematical formulation marks improvement previous formulations by ensuring global optimality undersaturated conditions and design characteristics that lead convex objective functions in...

10.1109/tits.2013.2259623 article EN IEEE Transactions on Intelligent Transportation Systems 2013-08-29

10.1016/j.trc.2015.11.009 article EN Transportation Research Part C Emerging Technologies 2015-12-29

Control strategies for transit priority have long been recognized as having the potential to improve traffic performance vehicles, which could also lead improved schedule reliability, reduced operating costs, and greater ridership. However, there relatively few successful implementations of measures on urban networks with signalized intersections in coordinated signal systems. Existing control are reviewed, major factors affecting identified, formulation both passive active arterials signals...

10.3141/1727-03 article EN Transportation Research Record Journal of the Transportation Research Board 2000-01-01

A methodology and its application to measure total, recurrent, nonrecurrent (incident related) delay on urban freeways are described. The used data from loop detectors calculated the average probability distribution of delays. Application two real-life freeway corridors in Los Angeles, California, one San Francisco, Bay Area, indicated that reliable measurement congestion also should provide measures uncertainty congestion. In three applications, incident-related was found be 13% 30% total...

10.3141/1856-12 article EN Transportation Research Record Journal of the Transportation Research Board 2003-01-01

The past few years have seen a rapid evolution in the sophistication of traffic microsimulation models and consequent major expansion their use transportation engineering planning practice. Researchers practitioners employed an extensive array approaches to calibrate these selected wide range parameters broad acceptance criteria. A methodical, top-down approach model calibration is outlined; it focuses initial effort on key that greatest impact performance then proceeds less critical...

10.3141/1876-01 article EN Transportation Research Record Journal of the Transportation Research Board 2004-01-01

The freeway performance measurement system (PeMS) is a for all of California. It processes 2 gigabytes/day 30-s loop detector data in real time to produce useful information. Managers at any can have uniform and comprehensive assessment performance. Traffic engineers base their operational decisions on knowledge the current state network. Planners determine whether congestion bottlenecks be alleviated by improving operations or minor capital improvements. Travelers obtain shortest route...

10.3141/1811-08 article EN Transportation Research Record Journal of the Transportation Research Board 2002-01-01

The algorithm presented identifies bottleneck locations, the times for which each is active, and delay they cause. bottlenecks are ranked in terms of their frequency recurrence magnitude impact. works with 5-min loop detector data. It uses speed difference as an indicator activation. applied to 3 months data from 270 mi seven freeways San Diego. 160 locations whose cause 64% total on these freeways. top 10 account 61% all bottlenecks. method can be used any area large amounts available....

10.3141/1867-06 article EN Transportation Research Record Journal of the Transportation Research Board 2004-01-01

Speed-flow relationships have been established for different free-flow speeds on urban freeways. However, there few research efforts relating real-time traffic flow parameters and weather conditions levels of heavy vehicle traffic. This study aims at establishing between speed volume in freeway sections using Remote Traffic Microwave Sensor (RTMS) data as a function conditions. Historical RTMS detector (i.e., speed) from two highway corridors the Istanbul metropolitan area are used this...

10.1016/j.sbspro.2011.04.432 article EN Procedia - Social and Behavioral Sciences 2011-01-01

Transit signal priority (TSP) is a control strategy that has been used extensively to improve transit operations in urban networks. However, several issues related TSP deployment—including the effect of on auto traffic and provision vehicles traveling conflicting directions at signals—have not yet addressed satisfactorily by existing systems. This paper presents real-time, traffic-responsive system for routes also minimizes negative effects traffic. The proposed determines settings minimize...

10.3141/2259-18 article EN Transportation Research Record Journal of the Transportation Research Board 2011-01-01

We propose a methodology for identifying queue spillovers in city street networks with signalized intersections using data from conventional surveillance systems, such as counts and occupancy loop detectors. The key idea of the proposed is that when downstream link block vehicle departures upstream signal line, queues discharge at rates smaller than saturation flow. application on an arterial site comparison field show it consistently identifies urban signal-controlled intersections. method...

10.1109/tits.2011.2141991 article EN IEEE Transactions on Intelligent Transportation Systems 2011-05-13

Connected Automated Vehicles (CAVs) bring promise of increasing traffic capacity and energy efficiency by forming platoons with short headways on the road. However at low CAV penetration, gain will be small because CAVs that randomly enter road sparsely distributed, diminishing probability long platoons. Many researchers propose to solve this issue platoon organization strategies, where search for other change lanes if necessary form longer However, current literature does not analyze a...

10.1016/j.trc.2021.103442 article EN cc-by-nc-nd Transportation Research Part C Emerging Technologies 2021-11-08

Several microscopic traffic flow models were tested with a publicly available data set. The task was to predict the travel times between several observers along one-lane rural road, given as boundary conditions into this road and out of it. By using nonlinear optimization, best matching set parameters for each estimated. For particular set, that performed ones smallest number parameters. average error rate is about 16%; however, value not very reliable: fluctuates 2.5% 25% different parts

10.3141/1852-16 article EN Transportation Research Record Journal of the Transportation Research Board 2003-01-01

Existing simulation models have difficulty in accurately modeling oversaturated traffic conditions on freeways. A new behavioral algorithm for freeway flow can be used microscopic models; it was developed as part of the Next Generation Simulation (NGSIM) project, sponsored by FHWA. The proposed is an integrated car-following and lane-changing framework that consistent with kinematic wave theory. explicitly model mandatory discretionary lane changing, including cooperation during changing. As...

10.3141/2088-08 article EN Transportation Research Record Journal of the Transportation Research Board 2008-01-01

Traffic simulation, a tool for recreating real-life traffic scenarios, acts as an important platform in transportation research. Considering the growing complexity of urban mobility, various large-scale regional simulators are designed and used research applications. Calibration is key issue simulation: it finds optimal system pattern to decrease gap between simulator output real data, making much more reliable. This paper proposes DRBO, calibration framework simulators. combines travel...

10.3390/smartcities8020049 article EN cc-by Smart Cities 2025-03-13
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