Data

Impact of Traffic States on Freeway Crash Involvement Rates

Yeo, Hwasoo
Jang, Kitae
Skabardonis, Alexander
Kang, Seungmo
2013

Freeway traffic accidents are complicated events that are influenced by multiple factors including roadway geometry, drivers' behavior, traffic conditions and environmental factors. Among the various factors, crash occurrence on freeways is supposed to be strongly influenced by the traffic states representing driving situations that are changed by road geometry and cause the change of drivers' behavior. This paper proposes a methodology to investigate the relationship between traffic states and crash involvements on the freeway. First, the authors defined section-based traffic states: free...

Identification and Analysis of Queue Spillovers in City Street Networks

Geroliminis, Nikolas
Skabardonis, Alexander
2011

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 from loop detectors. The key idea of the proposed methodology is that when spillovers from a downstream link block vehicle departures from the upstream signal line, queues discharge at rates smaller than the saturation flow. The application of the methodology on an arterial site and the comparison with field data show that it consistently identifies spillovers in urban networks with signal-controlled...

I-880 Field Experiment: Data-Base Development and Incedent Delay Estimation Procedures

Skabardonis, A
Petty, K
Noeimi, H
Rydzewski, D
Varaiya, P P
Transportation Research Board
1996

The collection and processing of field data on freeway incidents and operating conditions are described, and the development and application of a methodology for estimating incident delays are presented. The data were collected on a section of the I-880 freeway in the San Francisco Bay Area before and after the implementation of freeway service patrols (FSPs). Incident characteristics were obtained through observations of probe vehicle drivers traveling at an average of 7-min headways. Travel times were obtained from the specially instrumented probe vehicles. Speeds, flows, and occupancies...

I-880 Field Experiment: Analysis of Incidnet Data

Skabardonis, A
Petty, K F
Bertini, Robert L
Varaiya, P P
Noeimi, H
Rydzewski, D
Transportation Research Board
1997

The I-880 field experiment has produced one of the largest data bases on incidents and freeway traffic-flow characteristics ever compiled. Field data on incidents were collected through observations of probe-vehicle drivers before and after the implementation of freeway service patrols (FSPs) over a freeway section. Supplementary information was collected from the California Highway Patrol's computer-aided dispatch system, FSPs, and tow-truck company logs. The incident patterns are described and the major factors affecting incident frequency and duration are identified. FSPs significantly...

Hybrid Data Implementation: Final Report for Task Number 3643

Khan, Sakib Mahmud
Fournier, Nicholas
Mauch, Michael
Patire, Anthony D.
Skabardonis, Alex
2020

This report investigates how Caltrans may incorporate third-party vendor data into its established system for performance measurement to improve accuracy of vehicle hours of delay (VHD) estimates and to enable smarter deployment of point-based sensors, such as loops. Methods are evaluated to project data from multiple sources, including multiple vendors and internal data feeds, onto the same domain of analysis so as to compute performance metrics with high fidelity. The recommended VHD estimation method depends on the infrastructure type and the data available. Overall a hybrid approach...

Guidelines for Calibration of Microsimulation Models: Framework and Applications

Dowling, R
Skabardonis, A
Halkias, J
McHale, G
Zammit, G
Transportation Research Board
2004

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

Freeway Traffic Shockwave Analysis: Exploring NGSIM Trajectory Data

Lu, Xiao-Yun
Skabardonis, Alexander
Transportation Research Board
2007

The paper presents the development and application of a numerical algorithm to estimate the propagation speed of shockwaves on freeways based on vehicle trajectory data. The essence of the algorithm is that the shockwave propagation speed is the traveling speed of local minima of consecutive vehicle speed trajectories. The application of the algorithm on the NGSIM datasets from the I-80 and US101 freeways under congested conditions shows that all the shockwaves have similar propagation speed of about 11.4 mph (18.34 kph), which is independent of the traffic flow speed prior to congestion....

Freeway Service Patrol Evaluation

Skabardonis, Alexander
University of California, Berkeley
California Department of Transportation
1995

This report presents the findings of a comprehensive evaluation of the freeway service patrol (FSP) program on specific freeway section in the San Francisco Bay Area. The study methodology consisted of determining the savings in incident delay and other performance measures "before" and " after" the implementation of FSP based on field data and improved analysis procedures. Data were collected during the peak periods on a mile section of the I-880 freeway in the City of Hayward, Alameda County. Software was developed to process the field data and create a computerized database. Benefits of...

Freeway Performance Measurement System: Mining Loop Detector Data

Chen, Cong
Petty, K
Skabardonis, A
Varaiya, P
Jia, Z
Transportation Research Board
2001

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

Estimation of Arterial Measures of Effectiveness with Connected Vehicle Data

Argote, Juan
Christofa, Eleni
Xuan, Yiguang
Skabardonis, Alexander
Transportation Research Board
2012

The Connected Vehicle technology is a promising mobile data source for improving real-time traffic conditions monitoring and control. This paper presents estimation methods for a variety of measures of effectiveness both at the arterial and intersection level (e.g., average speed, acceleration noise, queue length). These performance measures are essential for determining traffic conditions and improving signal control strategies in real-time. The estimation methods are tested with two datasets comprising of various traffic conditions: undersaturated and oversaturated and the minimum...