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Transportation Engineering

2011

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Articles 31 - 60 of 60

Full-Text Articles in Civil and Environmental Engineering

Assessment Of Statewide Intersection Safety Performance, Christopher M. Monsere, Todd Johnson, Karen Dixon, Jianfei Zheng, Ida Schalkwyk Jun 2011

Assessment Of Statewide Intersection Safety Performance, Christopher M. Monsere, Todd Johnson, Karen Dixon, Jianfei Zheng, Ida Schalkwyk

TREC Final Reports

This report summarizes the results of an analysis of the safety performance of Oregon’s intersections. Following a pilot study, a database of 500 intersections randomly sampled from around the state of Oregon in both urban and rural environments was assembled. These intersections were categorized into eight types based on number of legs (3 and 4), land use (urban or rural) and traffic control (signalized or minor stop-control). These categories were chosen to align with the intersection types in AASHTO’s recently released Highway Safety Manual (HSM). Geometric and traffic control elements were supplemented by compiling crash data and volumes on the …


Non-Nuclear Method For Density Measurements, Yong-Rak Kim, Yong Cho Jun 2011

Non-Nuclear Method For Density Measurements, Yong-Rak Kim, Yong Cho

Nebraska Department of Transportation: Research Reports

Quality control (QC) and quality assurance (QA) are necessary to ensure fulfillment and compliance to specifications, guidelines, manuals, and programs which outline methods and requirements during construction. Density, an important part of quality control, can be used to evaluate the quality of Hot Mix Asphalt (HMA) and soil compaction. This study investigated new technologies used for QC and QA by comparing the Pavement Quality Indicator (PQI) model 301 with a nuclear gauge and core sample measurements for HMA. For soil QC and QA, non-nuclear technologies—the Electrical Density Gauge (EDG), the Moisture Density Indicator (MDI), and the Light Weight Deflectometer (LWD)—were …


Impact Of 0.7 Inch Diameter Strands On Nu I-Grinders, Maher K. Tadros, George Morcous Jun 2011

Impact Of 0.7 Inch Diameter Strands On Nu I-Grinders, Maher K. Tadros, George Morcous

Nebraska Department of Transportation: Research Reports

No abstract provided.


Effectiveness Study On Temporary Pavement Marking Removals Methods, Yong Cho, Jae-Ho Pyeon Jun 2011

Effectiveness Study On Temporary Pavement Marking Removals Methods, Yong Cho, Jae-Ho Pyeon

Nebraska Department of Transportation: Research Reports

This study was conducted to identify effective temporary marking removal methods and procedures on concrete and asphalt pavements. Pavement markings provide guidance to road travelers and can lead to accidents when not properly removed. Current state guidelines on removal do not provide clear and objective methods of measurement. After testing the most common removal methods, this research concluded that removing markings by chemical was not only cost and results-oriented effective compared to other methods, but it was also safe to the environment and road users. Finally, a baseline of measurements was developed by the research team for this project, along …


Implementation Of Remote Sensing Technology On The I-64 Bridge Over Us60, Issam E. Harik, Ching Chiaw Choo, Abheetha Peiris, Dan Eaton Jun 2011

Implementation Of Remote Sensing Technology On The I-64 Bridge Over Us60, Issam E. Harik, Ching Chiaw Choo, Abheetha Peiris, Dan Eaton

Kentucky Transportation Center Research Report

Remote sensing devices have been implemented on the I-64 Bridges over US60 in Franklin County, KY. One of the girders in the westbound bridge has been previously repaired due to unexpected fatigue cracking. The exterior girder in the eastbound bridge has shown signs of impacts due to the traversing trucks on US60. Sensing and recording devices such as strain and temperature gauges, infrared sensors, ultrasonic height detectors, and an accelerometer have been installed. Specifically, eleven strain gauges are used on the repaired girder, impacted girders, and girders adjacent to them. Two sets of infrared sensors, ultrasonic detectors, and video cameras …


Pavement Evaluation Of The Concrete Tie-Bars And Dowel Baskets On The Springfield Bypass, Ky 55 Washington County, Ky, Brad Rister, R. Clark Graves Jun 2011

Pavement Evaluation Of The Concrete Tie-Bars And Dowel Baskets On The Springfield Bypass, Ky 55 Washington County, Ky, Brad Rister, R. Clark Graves

Kentucky Transportation Center Research Report

A 1500 Mhz. ground coupled, ground penetrating radar antenna was used to identify both the horizontal alignment and the vertical displacement of the concrete tie-bars and the transverse joint dowel bar assembles on a portland-cement-concrete-pavement (PCCP) on KY55 in Washington County, KY. Approximately six lanes miles of PCCP was evaluated using the 1500 Mhz. ground coupled antenna. Results indicate that only four transverse dowel baskets out of an approximate total of 2,112 were within three inches of the pavement surface. Three transverse dowel baskets were misaligned greater than four inches from the location of the sawed joint. These areas represent …


Evaluation Of The Safe Patrol Program In Kentucky, Pengfei Li, Jennifer R. Walton Jun 2011

Evaluation Of The Safe Patrol Program In Kentucky, Pengfei Li, Jennifer R. Walton

Kentucky Transportation Center Research Report

Members within the SAFE Patrol program have expressed concern that there is a lack of a clear understanding of the value or benefits of the SAFE Patrol program, both among various officials and the general public. The basis of this project is to explain the services provided by the program, and determine the value and benefit of those services. This evaluation report also serves to identify areas of improvement for the program. The result of investigation shows that the other stakeholders are basically satisfied with the SAFE Patrol service whereas some issues should also be addressed to improve the service …


Automated Chemical Stabilizing Of Leaded Paint Residue From Bridge Maintenance Painting Operations, Bobby W. Meade, Theodore Hopwood Ii, Sudhir Palle Jun 2011

Automated Chemical Stabilizing Of Leaded Paint Residue From Bridge Maintenance Painting Operations, Bobby W. Meade, Theodore Hopwood Ii, Sudhir Palle

Kentucky Transportation Center Research Report

This study addressed the use of automated equipment to dose and mix lead stabilizing compounds to allow leaded paint residue/debris to be disposed at in-state contained landfills. The stabilizing would be conducted in situ at bridges being subjected to maintenance painting operations involving total coating removal and replacement. Many Kentucky bridges have existing painting that contains lead compounds at levels which may constitute hazardous wastes upon removal. The KYTC practice of recycling lead containing residue is working well at this time but the issue of a single recycler available continues to place KYTC in a position of returning to hazardous …


Evaluation Of Pilot Project: Emergency Traffic Control For Responders, Sarah M. Mccormack, Jennifer R. Walton, Kenneth R. Agent Jun 2011

Evaluation Of Pilot Project: Emergency Traffic Control For Responders, Sarah M. Mccormack, Jennifer R. Walton, Kenneth R. Agent

Kentucky Transportation Center Research Report

Traffic control is an essential component of incident response in order to move road users safely and expeditiously past or around a traffic incident, and to reduce the likelihood of secondary crashes. Emergency responders, with the exception of law enforcement, are provided limited or no training in traffic control, but by nature of their job often have to perform such duties. There is a need to provide basic knowledge and equipment to on-scene responders in order to reduce traffic delays, secondary crashes, and injuries to those involved in response activities. This report summarizes the results of a pilot project where …


Kentucky Bridges With High-Strength Quenched And Tempered Steel, Theodore Hopwood Ii, Jared Fairchild Jun 2011

Kentucky Bridges With High-Strength Quenched And Tempered Steel, Theodore Hopwood Ii, Jared Fairchild

Kentucky Transportation Center Research Report

The Kentucky Transportation Cabinet (KYTC) has several bridges employing high-strength quenched and tempered (QT) steels. In the past several decades, weld and corrosion cracking problems have occurred with QT steel in three KYTC bridges. This material has typically been employed on large bridges in fracture-critical members which increases the concern about these steels. This study was performed to review the KYTC steel bridge inventory and identify bridges/structural member containing QT steels. The list consisted of any KYTC maintained bridge with an individual span greater than 150 feet. KTC used this list to identify each bridge and members containing QT steel. …


Optimizing High Volume Traffic Surges Using Discrete Event Simulation, Claire L. Johnson May 2011

Optimizing High Volume Traffic Surges Using Discrete Event Simulation, Claire L. Johnson

Doctoral Dissertations and Master's Theses

The purpose of this applied research study is to determine the fidelity of a discrete event simulation tool called the Evacuation Simulation Prediction Tool (ESP) in predicting transit times during a high volume surge in traffic flow. The ESP tool was developed for the purpose of predicting and optimizing large-scale evacuations of counties or regions as an aide in emergency and disaster preparedness planning. The goal of the ESP model is to ascertain the balance of traffic flow capacity by managing the human factor events that impinge upon orderly highway travel without immobilizing the travel route. The objective of this …


Identification Of Secondary Crashes And Recommended Countermeasures, Jerry G. Pigman, Eric R. Green, Jennifer R. Walton May 2011

Identification Of Secondary Crashes And Recommended Countermeasures, Jerry G. Pigman, Eric R. Green, Jennifer R. Walton

Kentucky Transportation Center Research Report

The objective of this study was to identify and analyze the occurrence of secondary crashes on roadways in Kentucky and recommend countermeasures to reduce their frequency and severity.

Results show a small percentage of crashes coded as a “Secondary Collision” were confirmed to be a secondary crash based on the definition and requirement of “a crash occurring as a result of a previous crash”. It appeared that many of those miscoded as a “Secondary Collision” were the result of misinterpretation of what constituted a secondary crash versus a secondary event. Adoption of the definition used in this analysis, along with …


Solving The Vehicle Re-Identification Problem By Using Neural Networks, Tanweer Rashid Apr 2011

Solving The Vehicle Re-Identification Problem By Using Neural Networks, Tanweer Rashid

Computational Modeling & Simulation Engineering Theses & Dissertations

Vehicle re-identification is the process by which vehicle attributes measured at one point on a road network are compared to vehicle attributes measured at another point in an effort to match vehicles without using any unique identifiers such as license plate numbers. A match is made if the two measurements are estimated to belong to the same vehicle. Vehicle attributes can be sensor readings such as loop induction signatures, or they can also be actual vehicle characteristics such as length, weight, number of axles, etc. This research makes use of vehicle length, travel time, axle spacing and axle weights for …


Impact Of Snow Removal Operations On Thermoplastic Pavement Markings, Monica L. Monfette Mar 2011

Impact Of Snow Removal Operations On Thermoplastic Pavement Markings, Monica L. Monfette

Theses and Dissertations

This pilot study explored the effect snow removal operations have on thermoplastic pavement markings. Including snow removal as a separate independent variable is unique because much of the previous research performed on pavement marking degradation mentioned snow removal as a direct cause in a marking degrading more rapidly; however, it is mentioned as an afterthought and a suggestion to be considered in future research. This pilot study looked at 10 thermoplastic markings and all marking data were collected in the field, using a hand-held retroreflectometer. Data collected began 60 days after initial marking application and ended 12 months after initial …


Degradation Modeling Of Polyurea Pavement Markings, Jonathan D. Needham Mar 2011

Degradation Modeling Of Polyurea Pavement Markings, Jonathan D. Needham

Theses and Dissertations

Polyurea is a long life pavement marking material used for assets requiring long periods of uninterrupted accessibility. Knowing the performance characteristics of such markings is critical to asset management planning focused on maximizing marking material life-cycles. This paper presents the performance characteristics of polyurea pavement markings in North Carolina using linear regression models. The models generated by this research provide pavement marking managers with tools to better allocate limited manpower and resources in order to optimize budgets while meeting newly proposed pavement marking retroreflectivity levels of service as proposed by the Federal Highway Administration. This research constructed performance models for …


Paint Pavement Marking Performance Prediction Model That Includes The Impacts Of Snow Removal Operations, Dale M. Mull Mar 2011

Paint Pavement Marking Performance Prediction Model That Includes The Impacts Of Snow Removal Operations, Dale M. Mull

Theses and Dissertations

The results of this research effort were captured in two manuscripts drafted for publication in peer reviewed journals. The first manuscript validated a previously published model with an expanded data set, updated service life predictions for painted pavement markings using recently released pavement marking retroreflectivity minimums, and incorporated recent cost data to evaluate two alternative methods of compliance with the new retroreflectivity minimums for two-lane roads. The second manuscript developed a new performance prediction model for paint pavement markings that includes the impact of snow removal operations and then applied the model to four real-world roadways to determine if replacement …


Case Study Evaluation Of Dynamic Traffic Assignment Tools, John Gliebe, Åsa Bergman Mar 2011

Case Study Evaluation Of Dynamic Traffic Assignment Tools, John Gliebe, Åsa Bergman

Urban Studies and Planning Faculty Publications and Presentations

A case study was undertaken in order to evaluate the potential use of dynamic traffic assignment (DTA) tools by Oregon Department of Transportation (ODOT) and its partner agencies. The objectives of this study were to provide insight into the nature of DTA models, to inform the program selection process, and to develop realistic expectations for potential DTA work plans. The overarching goal of this report is to describe the process followed and experiences of the study team in developing and testing DTA network models. Two available DTA programs were selected for in-depth analysis from a preliminary screening of available programs: …


Causes And Countermeasures Related To Motorcycle Crashes, Kenneth R. Agent, Jerry G. Pigman Mar 2011

Causes And Countermeasures Related To Motorcycle Crashes, Kenneth R. Agent, Jerry G. Pigman

Kentucky Transportation Center Research Report

The number of motorcycle crashes (especially fatal crashes) has increased substantially in Kentucky in the past several years. A detailed analysis of crashes involving motorcycles could provide insight into the characteristics and causes of these crashes and identify potential countermeasures for addressing the problem. The objectives of this study were to: a) evaluate and analyze motorcycle crashes and b) identify the causes and potential countermeasures to reduce the number and severity of the crashes.

The literature was reviewed to determine the state-of-the-art related to motorcycle crash research. An analysis of traffic crashes involving motorcycles was conducted using several years of …


Health, Transportation, And The Built Environment: Building A Roadmap For Change With Smaller Cities, Cynthia Carlson, Semra Aytur, Kevin Gardner, Shannon Rogers Feb 2011

Health, Transportation, And The Built Environment: Building A Roadmap For Change With Smaller Cities, Cynthia Carlson, Semra Aytur, Kevin Gardner, Shannon Rogers

Civil Engineering Faculty Publications

Presentation at the 2011 Active Living Research Annual Conference.


Factors That Impact Seat Belt Usage And Injury Severity Of Belted Front Seat Occupants, Siri Konje Lawrencia Nukenine Jan 2011

Factors That Impact Seat Belt Usage And Injury Severity Of Belted Front Seat Occupants, Siri Konje Lawrencia Nukenine

Dissertations

Factors influencing seat belt usage have been extensively researched in the safety analysis literature. Most of this research has focused on factors that influence seat belt usage for a driver and front seat passenger in a vehicle. Few research studies have investigated factors that impact seat belt usage for back seat occupants. This research investigates the factors associated with seat belt usage for front-seat as well as backseat occupants of vehicles in the state of New Jersey. Using logistic regression, seat belt usage models were developed to examine the contribution of several variables on seat belt usage for five vehicle …


Evaluation And Modeling Of The Safety Of Open Road Tolling System, Muamer Ali Abuzwidah Jan 2011

Evaluation And Modeling Of The Safety Of Open Road Tolling System, Muamer Ali Abuzwidah

Electronic Theses and Dissertations

The goal of this thesis is to examine the traffic safety impact of upgrading Toll Plazas (TP) to Open Road Tolling (ORT). The ORT could enhance safety but could also pose some traffic safety concerns at Toll plazas. Crashes from eight years were investigated by evaluating the crash data before and after the implementation of the ORT. The study was conducted by using two approaches: 1) a simple before and after study and with a comparison group; 2) a modeling effort to help understand the relationship between the crash frequency and several important factors and circumstances such as injury severity, …


Optimal Loop Placement And Models For Length-Based Vehicle Classification And Stop-And-Go Traffic, Heng Wei, Qingyi Ai, Deogratias Eustace, Ping Yi Jan 2011

Optimal Loop Placement And Models For Length-Based Vehicle Classification And Stop-And-Go Traffic, Heng Wei, Qingyi Ai, Deogratias Eustace, Ping Yi

Civil and Environmental Engineering and Engineering Mechanics Faculty Publications

Inductive loops are widely used nationwide for traffic monitoring as a data source for a variety of needs in generating traffic information for operation and planning analysis, validations of travel demand models, freight studies, pavement design, and even emission impact analysis of traffic operation. The loop data have also been used for vehicle length-based classification in many states including Ohio. The dual-loop detector consists of two single loop detectors which are placed apart at a fixed short distance, and this configuration enables the dual-loop detector data a potential real-time data source for speed and vehicle classifications. However, the existing dual-loop …


Analysis Of Existing Work-Zone Sign Supports Using Manual For Assessing Safety Hardware Safety Performance Criteria, Jennifer D. Schmidt, Ronald K. Faller, Karla A. Lechtenberg, Dean L. Sicking Jan 2011

Analysis Of Existing Work-Zone Sign Supports Using Manual For Assessing Safety Hardware Safety Performance Criteria, Jennifer D. Schmidt, Ronald K. Faller, Karla A. Lechtenberg, Dean L. Sicking

Department of Civil and Environmental Engineering: Faculty Publications

Over the years, numerous work-zone, portable sign support systems have been successfully crash tested according to the Test Level 3 safety performance guidelines provided in the National Cooperative Highway Research Program Report 350 and accepted for use along our nation’s highways. For this study, several crashworthy sign support systems were analyzed to predict their safety performance according to the new evaluation criteria provided in the Manual for Assessing Safety Hardware (MASH). More specifically, this analysis was conducted to determine which hardware parameters negatively affect a system’s safety performance. To verify the accuracy of the analysis, eight systems, four with the …


Roadside Grading Guidance - Phase I, Kevin D. Schrum, Francisco D. B. Albuquerque, Dean L. Sicking, Ronald K. Faller, John D. Reid Jan 2011

Roadside Grading Guidance - Phase I, Kevin D. Schrum, Francisco D. B. Albuquerque, Dean L. Sicking, Ronald K. Faller, John D. Reid

Mid-America Transportation Center: Final Reports and Technical Briefs

Provisions for the design of roadside foreslopes are not readily available. As a result, engineering judgment is often employed. Unfortunately, this can lead to inconsistent designs, where, inevitably, some designs will be too costly and other designs will be too dangerous. Therefore guidance has been compiled to lend consistency to the design of these foreslopes while maintaining the most economical and safe design.

This guidance was prepared after conducting a benefit-cost analysis using the Roadside Safety Analysis Program (RSAP). A large test matrix was developed in an attempt to simulate the most possible scenarios, leaving interpolation to a minimum. However, …


Kentucky Traffic Collision Facts 2011 Report, Kentucky Transportation Center, Kentucky State Police Jan 2011

Kentucky Traffic Collision Facts 2011 Report, Kentucky Transportation Center, Kentucky State Police

Kentucky Transportation Center Research Report

KENTUCKY’S TRAFFIC COLLISION FACTS report for 2011 is based on collision reports submitted to the Kentucky State Police Records Branch. As required by Kentucky Revised Statutes 189.635, “every law enforcement agency whose officers investigate a vehicle accident of which a report must be made...shall file a report of the accident...within ten days after investigation of the accident upon forms supplied by the bureau.” The stated purpose of this requirement is to utilize data on traffic collisions for such purposes as will improve the traffic safety program in the Commonwealth. Data contained in this report are based solely on the observations …


Selection Of Source And Use Of Traffic Information In Emergency Situations, R. Michael Robinson, Asad Khattak Jan 2011

Selection Of Source And Use Of Traffic Information In Emergency Situations, R. Michael Robinson, Asad Khattak

VMASC Publications

The access and the use of advanced traveler information systems (ATISs) by drivers during normal commuting have been extensively assessed and analyzed. Emergency managers and transportation officials have extended the results of studies of ATIS use under routine conditions to emergency scenarios under the assumption that drivers' responses to information under emergency conditions mimic those seen under normal driving conditions. A recent survey of potential hurricane evacuees suggests the need to revisit this assumption. Results indicate that although commercial radio reports and variable message signs continue to be the sources of traffic information cited the most frequently, other information sources …


Vehicular Ad Hoc Networks, Syed R. Rizvi, Stephan Olariu, Christina M. Oinotti, Shaharuddin Salleh, Mona E. Rizvi, Zainab Zaidi Jan 2011

Vehicular Ad Hoc Networks, Syed R. Rizvi, Stephan Olariu, Christina M. Oinotti, Shaharuddin Salleh, Mona E. Rizvi, Zainab Zaidi

Computer Science Faculty Publications

(First paragraph) Vehicular ad hoc networks (VANETs) have recently been proposed as one of the promising ad hoc networking techniques that can provide both drivers and passengers with a safe and enjoyable driving experience. VANETs can be used for many applications with vehicle-to-vehicle (V2V) and vehicle-to-infrastructure (V2I) communications. In the United States, motor vehicle traffic crashes are the leading cause of death for all motorists between two and thirty-four years of age. In 2009, the National Highway Traffic Safety Administration (NHTSA) reported that 33,808 people were killed in motor vehicle traffic crashes. The US Department of Transportation (US-DOT) estimates that …


Highway Safety Investigation Manual For The Oregon Department Of Transportation, Karen Dixon, Christopher Monsere Jan 2011

Highway Safety Investigation Manual For The Oregon Department Of Transportation, Karen Dixon, Christopher Monsere

Civil and Environmental Engineering Faculty Publications and Presentations

Across the state, region, and nation highway safety investigators have developed a wide variety of tools and techniques for highway safety investigation procedures. Analysis techniques can range from systematic evaluation approaches such as the Oregon Department of Transportation’s (ODOT’s) Safety Priority Index System (SPIS) down to specific localized safety assessment strategies. It is important to develop consistent methods for safety evaluations across Oregon to ensure that safety investigations are conducted in a similar manner. It is also important to develop a screening process for proper highway safety investigations and document the procedures used for this assessment.

The objective of this …


Towards Reducing Traffic Congestion Using Cooperative Adaptive Cruise Control On A Freeway With A Ramp, George Arnaout, Shannon Bowling Jan 2011

Towards Reducing Traffic Congestion Using Cooperative Adaptive Cruise Control On A Freeway With A Ramp, George Arnaout, Shannon Bowling

Engineering Management & Systems Engineering Faculty Publications

Purpose: In this paper, the impact of Cooperative Adaptive Cruise Control (CACC) systems on traffic performance is examined using microscopic agent-based simulation. Using a developed traffic simulation model of a freeway with an on-ramp - created to induce perturbations and to trigger stop-and-go traffic, the CACC system’s effect on the traffic performance is studied. The previously proposed traffic simulation model is extended and validated. By embedding CACC vehicles in different penetration levels, the results show significance and indicate the potential of CACC systems to improve traffic characteristics and therefore can be used to reduce traffic congestion. The study shows that …


Finding An Optimal Path: Highways Versus Local Roads, Gabriel Leiner Dec 2010

Finding An Optimal Path: Highways Versus Local Roads, Gabriel Leiner

Gabriel Leiner

Commuters across the United States are often presented with the dilemma of whether to wait at an onramp to get on a highway or look for short-cuts on local roads. An answer to this question may lie in the use of Dedicated Short Range Communication (DSRC) wireless technology. With the touch of a button, connected vehicle technology could allow drivers to access real time information about the sizes and speeds of queues at highway onramps, as well as the signal phases of traffic lights on local roads. In the future, drivers could rely on this information to make valid judgments …