research report

Development of an Adaptive Corridor Traffic Control Model

Publication Date

March 1, 2010

Author(s)

Will Recker, Xing Zhenhg, Lianyu Chu

Abstract

This research develops and tests, via microscopic simulation, a real-time adaptive control system for corridor management in the form of three real-time adaptive control strategies: intersection control, ramp control and an integrated control that combines both intersection and ramp control. The development of these strategies is based on a mathematical representation that describes the behavior of traffic flow in corridor networks and actuated controller operation. Only those parameters commonly found in modern actuated controllers (e.g., Type 170 and 2070 controllers) are considered in the formulation of the optimal control problem. As a result, the proposed strategies easily could be implemented with minimal adaptation of existing field devices and the software that  controls  their  operation.  Microscopic  simulation  was  employed  to  test  and  evaluate  the performance of the proposed strategies in a calibrated network. Simulation results indicate that the proposed strategies are able to increase overall system performance and also the local performance on ramps and intersections. Prior to testing the complete model, separate tests were conducted to evaluate the intersection control model on: 1) an isolated intersection, and 2) a network of intersections along an arterial. The complete model was then tested and evaluated on the Alton Parkway/I-405 corridor network in Irvine, California. In testing the optimal control model, we simulated a variety of conditions on the freeway and arterial subsystems that cover the range of demand from peak to non-peak, incident to non-incident, conditions. The results of these experiments were evaluated against full-actuated operation and found to offer improved performance.

Suggested Citation
Will Recker, Xing Zhenhg and Lianyu Chu (2010) Development of an Adaptive Corridor Traffic Control Model. Final Report UCB-ITS-PRR-2010-13. Institute of Transportation Studies, Irvine. Available at: https://escholarship.org/uc/item/3tx5b17h.

published journal article

Walkability, transit access, and traffic exposure for low-income residents with subsidized housing

American journal of public health

Publication Date

April 1, 2013

Abstract

This article describes a study undertaken to consider the factors of walkability, transit access, and traffic exposure for low-income residents living in subsidized housing. Within the context of smart growth development, the authors assessed the spatial distribution of subsidized housing units provided through 2 federally supported, low-income housing programs in Orange County, California: the Housing Choice Voucher Program and the Low Income Housing Tax Credit (LIHTC) program. They used data from multiple sources to examine land-use and health-related built environment factors and then evaluated the associations of those patterns with exposure to different traffic levels. Their results showed that subsidized projects or units in walkable, poorer neighborhoods were associated with lower traffic exposure; higher traffic exposure was associated with more transit service, a Hispanic majority, and mixed-use areas. They conclude that programs that adopt smart growth development goals can provide good access to amenities and encourage active travel and physical activity, and yet may not expose residents to higher traffic levels.

Suggested Citation
Douglas Houston, Victoria Basolo and Dongwoo Yang (2013) “Walkability, transit access, and traffic exposure for low-income residents with subsidized housing”, American journal of public health, 103(4), pp. 673–678. Available at: 10.2105/ajph.2012.300734.

conference paper

Rampo: A CEGAR-based Integration of Binary Code Analysis and System Falsification for Cyber-Kinetic Vulnerability Detection

2024 ACM/IEEE 15th International Conference on Cyber-Physical Systems (ICCPS)

Publication Date

May 1, 2024

Author(s)

Kohei Tsujio, Mohammad Al Faruque, Yasser Shoukry

Abstract

Cyber-physical systems (CPS) play a pivotal role in modern critical infrastructure, spanning sectors such as energy, transportation, healthcare, and manufacturing. These systems combine digital and physical elements, making them susceptible to a new class of threats known as cyber kinetic vulnerabilities. Such vulnerabilities can exploit weaknesses in the cyber world to force physical consequences and pose significant risks to both human safety and infrastructure integrity. This paper presents a novel tool, named Rampo, that can perform binary code analysis to identify cyber kinetic vulnerabilities in CPS. The proposed tool takes as input a Signal Temporal Logic (STL) formula that describes the kinetic effect—i.e., the behavior of the “physical” system—that one wants to avoid. The tool then searches the possible “cyber” trajectories in the binary code that may lead to such “physical” behavior. This search integrates binary code analysis tools and hybrid systems falsification tools using a Counter-Example Guided Abstraction Refinement (CEGAR) approach. In particular, Rampo starts by analyzing the binary code to extract symbolic constraints that represent the different paths in the code. These symbolic constraints are then passed to a Satisfiability Modulo Theories (SMT) solver to extract the range of control signals that can be produced by each of the paths in the code. The next step is to search over possible “physical” trajectories using a hybrid systems falsification tool that adheres to the behavior of the “cyber” paths and yet leads to violations of the STL formula. Since the number of “cyber” paths that need to be explored increases exponentially with the length of “physical” trajectories, we iteratively perform refinement of the “cyber” path constraints based on the previous falsification result and traverse the abstract path tree obtained from the control program to explore the search space of the system. To illustrate the practical utility of binary code analysis in identifying cyber kinetic vulnerabilities, we present case studies from diverse CPS domains, showcasing how they can be discovered in their control programs. In particular, compared to off-the-shelf tools, our tool could compute the same number of vulnerabilities while leading to a speedup that ranges from 3× to 98×.

Suggested Citation
Kohei Tsujio, Mohammad Abdullah Al Faruque and Yasser Shoukry (2024) “Rampo: A CEGAR-based Integration of Binary Code Analysis and System Falsification for Cyber-Kinetic Vulnerability Detection”, in 2024 ACM/IEEE 15th International Conference on Cyber-Physical Systems (ICCPS). 2024 ACM/IEEE 15th International Conference on Cyber-Physical Systems (ICCPS), pp. 45–54. Available at: 10.1109/ICCPS61052.2024.00011.

conference paper

Proceedings of the 14Th world congress on intelligent transport systems (ITS 2007), held beijing, October 2007

Publication Date

January 1, 2007

Abstract

Fast incident response and management are main tasks of Traffic Management Center (TMC) operators. Using the latest microscopic simulation modeling techniques, a TMC operator training system was developed and set up at California Advanced Transportation Management Systems (ATMS) Testbed of University of California, Irvine. The system is designed to duplicate the standardized TMC software systems and data feeds in a secure environment, where TMC operators can be trained to enrich their experiences and enhance their skills based on various incident scenarios. Since the completion of the prototype system, three training classes have been performed and satisfactory results have been obtained. For the covering abstract see ITRD E140665.

Suggested Citation
L. Chu and W. Recker (2007) “Proceedings of the 14Th world congress on intelligent transport systems (ITS 2007), held beijing, October 2007”. ITS America.

Preprint Journal Article

Risk Aware Reservoir Control For Safer Urban Traffic Networks

Publication Date

August 9, 2025

Author(s)

Alexander Hammerl, Wenlong Jin, Ravi Seshadri, Thomas Kjær Rasmussen, Otto Anker Nielsen

Abstract

We present a risk-aware perimeter-style controller that couples safety and efficiency targets in large, heterogeneous urban traffic networks. The network is compressed into two interacting “reservoirs” whose dynamics follow the Generalized Bathtub Model, while accidents are described by a self-exciting (Hawkes) counting process whose intensity depends on vehicle exposure, speed dispersion between reservoirs and accident clustering. Accident occurrences feed back into operations through an analytically simple degradation factor that lowers speed and discharge capacity in proportion to the live accident load. A receding-horizon policy minimizes a mixed delay-safety objective that includes a variance penalty capturing risk aversion; the resulting open-loop problem is shown to possess a bang-bang optimum whose gates switch only at accident times. This structure enables an event-triggered MPC that only re-optimizes when new accidents occur, reducing on-line computation significantly. Parameters are calibrated using OpenStreetMap data for metropolitan Copenhagen to analyze traffic dynamics during morning peak commuter demand. Monte-Carlo simulations demonstrate delay savings of up to 30% and accident reductions of up to 35% relative to an uncontrolled baseline, with a transparent trade-off governed by a single risk parameter.

Suggested Citation
Alexander Hammerl, Wenlong Jin, Ravi Seshadri, Thomas Kjær Rasmussen and Otto Anker Nielsen (2025) “Risk Aware Reservoir Control For Safer Urban Traffic Networks”. arXiv. Available at: 10.48550/arXiv.2508.06790.

working paper

Vehicle Point Cloud Reconstruction Framework for FHWA axle-based Classification using Roadside LiDAR Sensor

Suggested Citation
Yiqiao Li, Andre Tok, Zhe Sun, Stephen G. Ritchie and Koti Reddy Allu (2021) Vehicle Point Cloud Reconstruction Framework for FHWA axle-based Classification using Roadside LiDAR Sensor. Working Paper. Institute of Transportation Studies, Irvine. Available at: https://escholarship.org/uc/item/2jf86859.

conference paper

Estimation of the time-dependency of values of travel time and its reliability from loop detector data

Proceedings of the 85th annual meeting of the transportation research board

Publication Date

January 1, 2006

Author(s)

Will Recker, Henry Liu, Xiaozheng He

Abstract

Although the effects of travel time and its reliability have been addressed in a variety of papers concerning pricing policies, most of the existing research is based on the assumption that travelersâ?? preferences are static over a given time interval, such as the morning commuting period. Here, we relax this assumption, assuming rather that travelersâ?? tastes toward the travel time and its reliability vary with time, and examine their time-dependent effects on travelerâ??s route choice decisions. We adopt a mixed logit formulation of route choice behavior as a function of travel time, reliability, and cost. To uncover the values of travel time and its reliability, we introduce an alternative approach to the use of traveler surveys to estimate the model coefficients by determining the parameter set that produces the best match between the aggregated results from the travelersâ?? route choice model and the observed time-dependent traffic volume data from loop detectors. We apply the methodology to loop detector data obtained from the California State Route 91 value-pricing project, and use a genetic algorithm to identify the parameters. The time-dependent values of travel time and values of reliability for the morning commuting period are estimated and their implications on the toll pricing policy are discussed. The results indicate that, under the time-dependent formulation, travel-time savings may be more important than uncertain travel time when departure time is close to such time constraints as work-start time.

Suggested Citation
Wilfred W. Recker, Henry X. Liu and Xiaozheng He (2006) “Estimation of the time-dependency of values of travel time and its reliability from loop detector data”, in Proceedings of the 85th annual meeting of the transportation research board, p. 27p.

book/book chapter

Project Evaluation

Publication Date

October 1, 1998

Associated Project

Author(s)

Abstract

Transportation policy making often requires evaluating a proposed discrete change, whether it be a physical investment or a new set of operating rules. Some proposals, like the rail tunnel under the English channel, are one-time capital investments with long-lasting effects. Others, like congestion pricing proposed for The Netherlands, require major behavioral and political groundwork.

conference paper

Envy-free pricing for collaborative consumption of supply in transportation systems

Papers selected for the 22nd international symposium on transportation and traffic theory

Publication Date

January 1, 2017

Abstract

Consumption of supply in transportation systems has generally always followed a First-Come-First-Served (FCFS) rule. This article proposes new control policies based on the concept of envy-freeness which outperform FCFS in both efficiency and fairness. We call an allocation envy-free when no agent feels any other agent’s allocation to be better than their own, at the current price. Envy-free allocations are thus considered fair. Several new contributions are made: we first present a conceptual theoretical supply demand framework which formally introduces the new supply paradigm. We propose and simulate a new problem, queue jumping operations on highways, in which vehicles can skip positions in a queue and compensate the overtaken vehicles with a payment. We present a new concept, dynamic envy-freeness, and provide a new envy ranking criterion, Constant Elasticity of Substitution Envy Intensity (CESEI) that is applied to PEXIC, an exchange-based traffic signal control scheme. (C) 2017 The Authors. Elsevier B.V. All rights reserved.

Suggested Citation
Roger Lloret-Batlle and R. Jayakrishnan (2017) “Envy-free pricing for collaborative consumption of supply in transportation systems”, in . Mahmassani, H and Nie, Y and Smilowitz, K (ed.) Papers selected for the 22nd international symposium on transportation and traffic theory. ELSEVIER SCIENCE BV (Transportation research procedia), pp. 772–789. Available at: 10.1016/j.trpro.2017.05.043.

published journal article

Continuous formulations and analytical properties of the link transmission model

Transportation Research Part B: Methodological

Publication Date

April 1, 2015

Author(s)

Suggested Citation
Wen-Long Jin (2015) “Continuous formulations and analytical properties of the link transmission model”, Transportation Research Part B: Methodological, 74, pp. 88–103. Available at: 10.1016/j.trb.2014.12.006.