Jijo K. Mathew

Dr. Jijo K. Mathew

orcid

Research Focus & Metrics

Academic Career Length

14Years (2013-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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16 November 2020 in Journal of Big Data Analytics in Transportation
Verified
Journal Article
Open access
PDF file
JDJairaj Chetas Desai
Jairaj Chetas Desai
HLHowell Li
Howell Li
JMJijo K. Mathew
Jijo K. Mathew
YCYi-Ting Cheng
Yi-Ting Cheng
Ayman HabibAyman Habib
Ayman Habib
DBDarcy Bullock
Darcy Bullock
The Federal Highway Administration (FHWA) reported between 2016 and 2017, fatal crashes in work zones increased by 3%, while fatal crashes outside of work zones decreased by 1.5%. The FHWA also reported that work zones account for approximately 10% of the nation’s overall congestion and 24% of unexpected interstate delays. This paper reports on a study of 23 construction work zones that covered approximately 150 centerline miles of Indiana interstate roadway in the summer of 2019. Approximately 50% of all interstate crashes for the period of May to September 2019 occurred within or in an approach upstream or downstream of one of these work zones. Commercially available vehicle hard-braking event data is used for the study and geofenced to the work zone approaches and limits. This research examined 196,215 hard-braking events over a 2-month period in the summer of 2019 and 3132 crashes over the same 2-month period in 2018 and 2019 for the 23 interstate work zones. The study found there were approximately 1 crash/mile for every 147 hard-braking events in and around a construction site. The R2 was approximately 0.85. The paper concludes by recommending that hard-braking event data be used by agencies to quickly identify emerging work zone locations that show relatively large number of hard-braking events for further evaluation.

3 April 2021 in Journal of Big Data Analytics in Transportation
Verified
Journal Article
Open access
PDF file
MHMargaret Hunter
Margaret Hunter
ECEnrique D. Saldivar Carranza
Enrique D. Saldivar Carranza
JDJairaj Chetas Desai
Jairaj Chetas Desai
JMJijo K. Mathew
Jijo K. Mathew
HLHowell Li
Howell Li
DBDarcy Bullock
Darcy Bullock
Typical safety improvements at signalized intersections are identified and prioritized using crash data over 3–5 years. Enhanced probe data that provides date, time, heading, and location of hard-braking events has recently become available to agencies. In a typical month, over six million hard-braking events are logged in the state of Indiana. This study compared rear-end crash data over a period of 4.5 years at 8 signalized intersections with weekday hard-braking data from July 2019. Using Spearman’s rank-order correlation, results indicated a strong correlation between hard-braking events and rear-end crashes occurring more than 400 ft upstream of an intersection. The paper concludes that using a month or two of hard-braking events occurring upstream from the stop bar may be a useful tool to screen potential locations with elevated rear-end crashes. Using these techniques described in this paper, new commercially available hard-braking data sources will provide an opportunity for agencies to follow up with mitigation measures addressing emerging problems much quicker than typical practices that rely on 3–5 years of crash data.

1 January 2016 in Transportation Research Procedia
Verified
Journal Article
Open access
JMJijo K. Mathew
Jijo K. Mathew
VDV. Lelitha Devi
V. Lelitha Devi
DBDarcy M. Bullock
Darcy M. Bullock
ASAnuj Sharma
Anuj Sharma

8 September 2021 in Sensors
Verified
Journal Article
Open access
PDF file
JMJustin Anthony Mahlberg
Justin Anthony Mahlberg
Rahul Suryakant SakhareRahul Suryakant Sakhare
Rahul Suryakant Sakhare
HLHowell Li
Howell Li
JMJijo K. Mathew
Jijo K. Mathew
DBDarcy Bullock
Darcy Bullock
GSGopi C. Surnilla
Gopi C. Surnilla
There are over four million miles of roads in the United States, and the prioritization of locations to perform maintenance activities typically relies on human inspection or semi-automated dedicated vehicles. Pavement markings are used to delineate the boundaries of the lane the vehicle is driving within. These markings are also used by original equipment manufacturers (OEM) for implementing advanced safety features such as lane keep assist (LKA) and eventually autonomous operation. However, pavement markings deteriorate over time due to the fact of weather and wear from tires and snowplow operations. Furthermore, their performance varies depending upon lighting (day/night) as well as surface conditions (wet/dry). This paper presents a case study in Indiana where over 5000 miles of interstate were driven and LKA was used to classify pavement markings. Longitudinal comparisons between 2020 and 2021 showed that the percentage of lanes with both lines detected increased from 80.2% to 92.3%. This information can be used for various applications such as developing or updating standards for pavement marking materials (infrastructure), quantifying performance measures that can be used by automotive OEMs to warn drivers of potential problems with identifying pavement markings, and prioritizing agency pavement marking maintenance activities.

9 April 2022 in Sensors
Verified
Journal Article
Open access
PDF file
JMJijo K. Mathew
Jijo K. Mathew
HLHowell Li
Howell Li
HLHannah Landvater
Hannah Landvater
DBDarcy Bullock
Darcy Bullock
Work zone safety is a high priority for transportation agencies across the United States. Enforcing speed compliance in work zones is an important factor for reducing the frequency and severity of crashes. This paper uses connected vehicle trajectory data to evaluate the impact of automated work zone speed enforcement on three work zones in Pennsylvania and two work zones in Indiana. Analysis was conducted on more than 300 million datapoints from over 71 billion records between April and August 2021. Speed distribution and speed compliance studies with and without automated enforcement were conducted along every tenth of a mile, and the results found that overall speed compliance inside the work zones increased with the presence of enforcement. In the three Pennsylvania work zones analyzed, the proportions of vehicles travelling within the allowable 11 mph tolerance were 63%, 75% and 84%. In contrast, in Indiana, a state with no automated enforcement, the proportions of vehicles travelling within the same 11 mph tolerance were found to be 25% and 50%. Shorter work zones (less than 3 miles) were associated with better compliance than longer work zones. Spatial analysis also found that speeds rebounded within 1–2 miles after leaving the enforcement location.

1 December 2013 in Procedia - Social and Behavioral Sciences
Verified
Journal Article
Open access
JMJijo K. Mathew
Jijo K. Mathew
HTHelen Thomas
Helen Thomas
ASAnuj Sharma
Anuj Sharma
LDLelitha Devi
Lelitha Devi
LRLaurence Rilett
Laurence Rilett
Platoons are created by signalized intersections which control travel patterns of vehicles. It is common for platoons to disperse during normal traffic operations. While platoon dispersion has been studied extensively under homogenous and lane disciplined traffic conditions, this characteristic under heterogeneous conditions has not been addressed adequately. This study will be one of the first steps in this direction and will lead to better understanding and simulation of platoon dispersion under Indian conditions.Data describing platoon dispersion was collected with video recording systems along an arterial in Chennai, India. The Robertson's model parameters calibrated for this data was found to be very different from those obtained in previous studies by other researchers. This could be attributed to the highly heterogeneous traffic existing on Indian roads. Dispersion characteristics were studied by taking each platoon individually. The study will augment the understanding of platoon dispersion by discussing the issue of heterogeneous conditions