Transportation Engineering Commons^™

2010 Driver Attitudes And Awareness Survey, Kenneth R. Agent, Eric R. Green, Ronald E. Langley

Kentucky Transportation Center Research Report

A basic set of questions were developed that could be used in periodic surveys that track drivers attitudes and awareness concerning impaired driving, seat belt use, and speeding issues. The objective of the survey was to learn the knowledge, views, and behaviors of drivers in these areas. The objective of this report is to document the results of the 2010 baseline survey.

The method used to conduct the survey was a telephone survey. In addition to questions for the three major highway safety areas of impaired driving, seat belt use, and speeding, an additional question was added which dealt with …

Analysis Of Traffic Crash Data In Kentucky (2005 - 2009), Eric R. Green, Kenneth R. Agent, Jerry G. Pigman

Kentucky Transportation Center Research Report

This report documents an analysis of traffic crash data in Kentucky for the years of 2005 through 2009. A primary objective of this study was to determine average crash statistics for Kentucky highways. Average and critical numbers and rates of crashes were calculated for various types of highways in rural and urban areas. These data can be used in Kentucky’s procedure to identify locations that have abnormal rates or numbers of crashes.

The other primary objective of this study was to provide data that can be used in the preparation of the problem identification portion of Kentucky’s Annual Highway Safety …

Development Of Advanced Finite Element Material Models For Cable Barrier Wire Rope, John D. Reid, Karla A. Lechtenberg, Cody S. Stolle

Nebraska Department of Transportation: Research Reports

An improved LS-DYNA model of ¾-in. (19-mm) diameter 3x7 wire rope commonly used in roadside cable guardrail installations has been developed. A Belytschko-Schwer beam element was selected along with material *MAT_166. Numerical noise was reduced using part stiffness damping with a coefficient of 2%, and frequency range damping with a coefficient of 12%. The optimum element length based on timestep, accuracy, and computational cost was determined to be between 0.4 and 0.8 in. (10-20 mm). Dynamic component tests were conducted on wire rope to determine material properties. These tests were simulated and the results compared to the physical tests. The …

Load Rating Of Complex Bridges, George Morcous, Kromel E. Hanna, Maher K. Tadros

Nebraska Department of Transportation: Research Reports

No abstract provided.

2010 Safety Belt Usage Survey In Kentucky, Kenneth R. Agent, Eric R. Green

Kentucky Transportation Center Research Report

The objective of this study was to establish 2010 safety belt and child safety seat usage rates in Kentucky. The 2010 survey continues to document the results after enactment of the original “secondary enforcement” statewide mandatory safety belt law in 1994 and the subsequent change to “primary enforcement” which was enacted in 2006. Data were collected at 160 randomly selected sites in 18 counties across Kentucky. Data from the individual sites were combined into a statewide percentage considering roadway functional classification, county, and vehicle miles traveled.

The data show that the usage rate in 2010 (80.3 percent) was almost identical …

Effects Of Chloride Contamination On Coatings Performance, Bobby W. Meade, Sudhir Palle, Theodore Hopwood Ii, Rick Younce

Kentucky Transportation Center Research Report

Research indicates that chloride concentration as determined by currently available field test methods does not reliably predict protective coating performance on KYTC bridges. Laboratory testing of chloride charged panels also failed to relate chloride concentration to coating performance. The coatings industry provides recommendations for acceptable chloride levels for various exposure conditions but bridges are different than other structural steel and the exposure conditions for bridges are not adequately addressed. Effective chloride remediation strategies and protective coatings that perform best in the presence of chlorides need to be identified.

Design Aids Of Nu I-Grinder Bridges, Kromel Hanna, George Morcous, Maher K. Tadros

Nebraska Department of Transportation: Research Reports

No abstract provided.

Development Of A Temporary Concrete Barrier To Permanent Concrete Median Barrier Approach Transition, Mitchell J. Wiebelhaus, Karla A. Lechtenberg, Ronald K. Faller, John R. Rohde, Ryan J. Terpsma, Robert W. Bielenberg, Dean L. Sicking, John D. Reid

Nebraska Department of Transportation: Research Reports

No abstract provided.

Using Micro-Simulation To Evaluate Transit Signal Priority For Lrt Operations In A Downtown Environment, Faisal Mahmud

Civil & Environmental Engineering Theses & Dissertations

Transit Signal Priority or TSP is an operational strategy that facilitates the movement of transit vehicles such as buses, light rail or streetcars, through traffic-signal controlled intersections. The benefits of TSP operations include improved schedule adherence and improved transit travel times with minimal impact to normal traffic operations. New advances in Global Positioning Systems, detection and communication, and control strategies have helped overcome many problems with early systems and increased interest in implementing TSP for Light Rail Transit (LRT) and other transit operations. The increased capabilities of these advanced systems have led to a dramatic increase in operational and planned …

Assessment Of Kentucky's Historic Truss Bridges, Lenahan O’Connell, Ted H. Grossardt, John Ripy

Kentucky Transportation Center Research Report

This study created an information base to improve decisions about the replacement or rehabilitation of historic truss bridges. During the first phase of the research, information on the history and design of the 109 bridges in the study was assembled. With the assistance of historic preservation professionals, 75 of those bridges were selected for further study for their potential for rehabilitation. During the second phase, the KTC research team, engineers from the KYTC bridge division, and 12 highway district engineers, who are responsible for the day-to-day care and maintenance of the bridges, evaluated the condition and functional context of the …

Travel Time Based Congestion Measures For Freeway Corridors, Mei Chen

Kentucky Transportation Center Research Report

Travel time based mobility measures have been increasingly used in highway performance analyses. Among them, Travel Time Index (TTI), Planning Time Index (PTI), percentage of travel under congestion (PTC), and buffer index (BI)have been identified as measures of particular interests in Kentucky. The objectives of this study are: (1) Calculate TTI, PTI, PTC, and BI for freeways within the TRIMARC coverage; and (2) Explore potential correlation between the reliability measures and incident characteristics (e.g., number of incidents, duration, severity, etc.). These analyses were performed for the years 2006-8 for each monitored segment and freeway corridor as well as for the …

Foundation Design For High Tension Cable Guardrails, John R. Rohde, Ryan J. Terpsma, Ling Zhu

Nebraska Department of Transportation: Research Reports

No abstract provided.

Review Of State Laws And Practices For Disposition Of Re-Aligned Or Bypassed Segments And Associated Row, Lenahan O'Connell, Ted Grossardt

Kentucky Transportation Center Research Report

This study identified the laws and practices of 11 state DOTs in regard to the transfer of responsibility for re-aligned or bypassed state highway system roads to local jurisdictions - usually cities or counties. Each state's approach to such transfers was identified by obtaining and analyzing the relevant state statutes and then conducting telephone interviews with strategically placed individuals at the associated DOT. Four states require local approval before the state can abandon a road. These four have a policy of obtaining written consent for the transfer of responsibility for maintenance and do so most often prior to construction of …

Roadway Related Tort Liability And Risk Management, Kenneth R. Agent

Kentucky Transportation Center Research Report

This workbook provides government employees background information related to tort liability and risk management. Past experience with lawsuits against government entities are summarized. The reasons for the lawsuits and results are analyzed. The objective is to provide an understanding of the basis for past claims so the number of future claims and awards can be reduced. This will result in the ultimate objective of reducing highway crashes.

Based on the results of the data analysis and the review of the background material, recommendations are made for consideration. Many of the recommendations deal with various types of documentation.

Improving Intersection Design Practices Final Report - Phase I, Nikiforos Stamatiadis, Adam Kirk

Kentucky Transportation Center Research Report

The purpose of this report is to document the development of the Intersection Design Alternative Tool (IDAT) developed for the Kentucky Transportation Cabinet. IDAT provides an automated objective design and evaluation approach of 14 alternative intersection designs to assist in the conceptual design of at grade intersections. The tool evaluates intersection operations, safety performance, bicycle/pedestrian accommodation and has the ability to assist access management implementation.

Offset Right-Turn Lanes For Improved Intersection Sight Distance, Karen Schurr, Timothy J. Foss Jr.

Nebraska Department of Transportation: Research Reports

No abstract provided.

Factors Affecting Asphalt Pavement Density And The Effect On Long Term Pavement Performance, Jonathan Fisher, Clark Graves, Phillip Blankenship, Salman Hakimzadeh-Khoee, R. Michael Anderson

Kentucky Transportation Center Research Report

The Kentucky Transportation Center, the Asphalt Institute, and the Kentucky Transportation Cabinet worked together in order to identify factors that affect asphalt pavement density, and to then evaluate their effect on long term pavement performance.

By determining which variables are most influential to pavement performance (i.e. roller pattern, temperature when rolled, etc.), and then monitoring the attention given to those variables, Kentucky would be able to increase the service life of asphalt roadways by at least 25%, therefore saving as much as $30 million annually on a resurfacing budget of $129.2 million (2007), while still maintaining the current roadway level …

Distracted Driving – Preliminary Analysis And Survey, Jerry G. Pigman, Kenneth R. Agent, Eric R. Green

Kentucky Transportation Center Research Report

This report primarily focuses on an attempt to document the level of driver distraction existing in Kentucky through an analysis of crash data and by conducting an observational survey of drivers. Additional research is cited as a means of comparing other studies with results from Kentucky, as well as establishing a definition of distracted driving. The status of laws related to use of cell phones in other states was summarized, and the recently passed legislation in Kentucky was noted by incorporation of the full text as an appendix.

It was determined from analysis of Kentucky data that if the three …

Safety And Driver Behavior Studies At Multiple Lane Approaches To Stop-Controlled Intersections, Karen Schurr, Daniel Sitorius

Nebraska Department of Transportation: Research Reports

Multiple-lane approaches (MLAs) controlled by stop signs are becoming increasingly common in Nebraska. Installation of MLAs occurs when a single approach lane can no longer adequately serve the minor road traffic volume, and a signal is unwarranted because Manual of Uniform Traffic Control Devices (MUTCD) warrants are not satisfied (7, FHWA, 2003). A common example of a location at which MLA stop-controlled intersections can occur in Nebraska is the rural intersection of two state or federal highways. Forty such intersections in Nebraska were available for study in this research. Additionally, such intersections are often located in suburban areas of Nebraska …

Freight Performance Measures: Approach Analysis, B. Starr Mcmullen, Christopher M. Monsere

Civil and Environmental Engineering Faculty Publications and Presentations

This report reviews the existing state of the art and also the state of the practice of freight performance measurement. Most performance measures at the state level have aimed at evaluating highway or transit infrastructure performance with an emphasis on passenger transportation. Freight performance measurement ultimately requires evaluation of performance of the entire freight transportation system, which includes highways, waterways, rail, air, and modal connections. This requires considerable expansion of thinking beyond the traditional focus of state Departments of Transportation (DOTs) on highway performance.

This project builds upon past and current work in the area of freight performance measurement and …