Calibration Of Microsimulation Models For
Multimodal Freight Networks,
2012
University of Nebraska–Lincoln
Calibration Of Microsimulation Models For Multimodal Freight Networks, Justice Appiah Ph.D., P.E., Bhaven Naik, Scott Sorensen
Mid-America Transportation Center: Final Reports and Technical Briefs
This research presents a framework for incorporating the unique operating characteristics of multi-modal freight networks into the calibration process for microscopic traffic simulation models. Because of the nature of heavy freight movements in US DOT Region VII (Nebraska, Iowa, Missouri, Kansas), the focus of the project is on trucks or heavy gross vehicles (HGV). In particular, a genetic algorithm (GA) based optimization technique was developed and used to find optimum parameter values for the vehicle performance model used by “Verkehr In Staedten-SIMulationmodell (VISSIM)”, a widely used microscopic traffic simulation software. At present, the Highway Capacity Manual (HCM), which is the …
Phase I Development Of An Aesthetic, Precast Concrete Bridge Rail,
2012
University of Nebraska-Lincoln
Phase I Development Of An Aesthetic, Precast Concrete Bridge Rail, Ronald K. Faller, Scott K. Rosenbaugh, Robert W. Bielenberg, Dean L. Sicking, John D. Reid
Mid-America Transportation Center: Final Reports and Technical Briefs
Precast concrete bridge rail systems offer several advantages over traditional cast-in-place rail designs, including reduced construction time and costs, installation in a wide range of environmental conditions, easier maintenance and repair, improved railing quality, and greater flexibility for aesthetic treatments. The objective of this project was to develop a precast concrete bridge rail system that met the TL-4 impact safety standards provided in MASH. The design criteria for the new bridge rail system included criteria for barrier geometry, provisions for open and closed rail options, constructability, weight limitations, segment length, design impact loads, connection of barrier segments, and connection to …
Truck Safety At Highway-Rail Grade Crossings,
2012
University of Nebraska-Lincoln
Truck Safety At Highway-Rail Grade Crossings, Aemal Khattak, Miao Gao
Mid-America Transportation Center: Final Reports and Technical Briefs
Safety at highway-rail grade crossings (HRGC) is a major concern for different agencies because increasing highway and rail traffic presents a greater risk of crashes at these locations. In 2008, there were 2,391 crashes and 523 fatalities reported at grade crossings across the U.S. Of these, 187 crashes were reported in Nebraska, including 35 involving trucks with trailers and 10 involving trucks only. At gated crossings, gate-related violations by truck drivers are a primary cause of collisions between trains and trucks. The objectives of this research were to report on the frequency and type of gate violations by truck drivers …
Assessing The Risk Of Crash For Trucks
On Onset Yellow,
2012
University of Nebraska at Lincoln
Assessing The Risk Of Crash For Trucks On Onset Yellow, Anuj Sharma Ph.D., Nathaniel P. Burnett
Mid-America Transportation Center: Final Reports and Technical Briefs
Each day, millions of signal changes to the yellow phase occur at isolated high speed intersections, when erroneous driver decisions to stop or go may often lead to a crash. Dilemma zone protection systems are typically used to control these intersections in order to ensure the safe and efficient movement of vehicles. However, traditional dilemma zone protection systems show deterioration in performance during medium to heavy traffic volume conditions, jeopardizing both the safety and efficiency of intersections. The performance of these control systems for heavy vehicles is even more greatly affected, as traditional dilemma zone boundaries were developed for passenger …
Effect Of Freeway Level Of Service And Driver
Education On Truck Driver Stress - Phase 1,
2012
University of Nebraska at Lincoln
Effect Of Freeway Level Of Service And Driver Education On Truck Driver Stress - Phase 1, Anuj Sharma Ph.D., Senem Velipasalar Ph.D., Sanjay Singh M.D., Dave Engel B.S., Sunil Gyawali Ph.D.
Mid-America Transportation Center: Final Reports and Technical Briefs
This research primarily deals with truck driver stress and its nature, stressors, and their mutual relationship. During the study, the different demands of driving that are related to roads, vehicle, traffic conditions, driver predisposition to stress and the surrounding environmental conditions were explored. The two distinct clusters of ―Low Stress level‖ and ―High Stress level‖ were identified in the stress distribution. The binary logistic regression method was used to relate these two conditions of stress with wide range of stressors. The result found that truck driver training was a statistically significant factor in predicting the low stress level. Other statistically …
Intellidrive Technology Based Yellow Onset
Decision Assistance System For Trucks,
2012
University of Nebraska at Lincoln
Intellidrive Technology Based Yellow Onset Decision Assistance System For Trucks, Anuj Sharma Ph.D., Nathaniel Burnett, Sepideh S. Aria Ph.D.
Mid-America Transportation Center: Final Reports and Technical Briefs
Erroneous decisions by drivers to stop or go at the onset of yellow can lead to incidences of premature stopping or red light running, which in turn can cause severe rear end or right angle collisions. Because trucks or busses are relatively less maneuverable, have lower available acceleration and lower comfortable deceleration rates, and have a higher line of sight than do passenger vehicles, the risk of crashes is higher for trucks than other vehicles upon stop or go situations. Dilemma zone protection systems are used at high speed intersection s to enhance safety; however, such systems are generally designed …
Cable Median Barrier Failure Analysis And Prevention,
2012
University of Nebraska-Lincoln
Cable Median Barrier Failure Analysis And Prevention, Dean L. Sicking, Cody S. Stolle
Mid-America Transportation Center: Final Reports and Technical Briefs
Cross-median crashes have been identified as one of the highest injury or fatality risk crash types. Although crossmedian crashes account for only 2% to 5% of all median crash events, they are disproportionately represented in the number and frequency of fatalities on interstate roadways. Many states have utilized cable median barriers to reduce the risk of cross-median crashes, frequently with great success. However, cable median barriers are also fixed obstacles to errant vehicles. Cable median barriers can place occupants at increased risk of severe injury or fatality if the barrier fails to adequately contain and redirect errant vehicles, resulting in …
Feasibility Of Integrating Natural And Constructed
Wetlands In Roadway Drainage System Design,
2012
University of Nebraska - Lincoln
Feasibility Of Integrating Natural And Constructed Wetlands In Roadway Drainage System Design, John S. Stansbury, Massom Moussavi, Tian Zhang
Mid-America Transportation Center: Final Reports and Technical Briefs
Stormwater from roadways could have negative effects on the environment and aquatic ecosystems. Typical highway runoff pollutants include solids; heavy metals, particularly cadmium, copper, and zinc; petroleum hydrocarbons; gasoline constituents; PAHs (polyaromatic hydrocarbons); oxygen demanding compounds measured as COD (chemical oxygen demand) and BOD (biochemical oxygen demand); and road salts. Roadway runoff falls under the legislation of the Clean Water Act (CWA) via the National Pollutant Discharge Elimination System (NPDES). CWA regulates discharge of nonpoint source pollutants, such as roadway runoff, by issuing permits to public entities which manage Municipal Separate Storm Sewer Systems (MS4s). Part of the Nebraska Department …
Characteristics And Contributory Causes Related To Large Truck Crashes - Phase Ii,
2012
Kansas State University
Characteristics And Contributory Causes Related To Large Truck Crashes - Phase Ii, Sundanda Dissanayake Ph.D., P.E., Siddhartha Kotikalapudi
Mid-America Transportation Center: Final Reports and Technical Briefs
Statistics clearly demonstrate that large-truck crashes contribute to a significant percentage of high-severity crashes. It is therefore important for the highway safety community to identify the characteristics and contributory causes of these types of crashes. The first phase of the current research endeavor examined fatal crash data from the Fatality Analysis Reporting System (FARS) database. In the second phase, presented in the current report, truck-crashes of all severity levels were analyzed with the intention of understanding characteristics and contributory causes, as well as identifying factors contributing to increased severity of truck-crashes. This goal could not be achieved by analyzing fatal …
Improving Safety Of The Surface Transportation System By Addressing The Issues Of Vulnerable Road Users: Case Of The
Motorcyclists,
2012
Kansas State University
Improving Safety Of The Surface Transportation System By Addressing The Issues Of Vulnerable Road Users: Case Of The Motorcyclists, Sundanda Dissanayake Ph.D., P.E., Mohammad Saad B. Shaheed
Mid-America Transportation Center: Final Reports and Technical Briefs
Over the past few years, motorcycle fatalities have increased at an alarming rate in the United States. Motorcycle safety issues in Kansas are no different from the national scenario. Accordingly, this study examines motorcycle crashes in Kansas in order to identify and evaluate critical crash-related factors and subsequent impacts on motorcycle crash injury outcomes. State-level motorcycle rider fatality rates were investigated while considering various factors including helmet laws, using generalized least-squares regression modeling. A detailed characteristic analysis was carried out for motorcycle crashes, using Kansas crash data. Comparisons were made between several aspects of motorcycle crashes and other vehicle crashes. …
Evaluation Of Large Truck Crashes At Horizontal Curves On Two-Lane Rural Highways In Kansas,
2012
University of Kansas
Evaluation Of Large Truck Crashes At Horizontal Curves On Two-Lane Rural Highways In Kansas, Eric J. Fitzsimmons Ph.D., Steven Shruck Ph.D., P.E., Tomas E. Lindheimer
Mid-America Transportation Center: Final Reports and Technical Briefs
The objective of this study was to investigate the relationship between roadway and environment-related factors and truck crash severity at horizontal curves located on rural, two-lane state highways in Kansas. Single vehicle truck crashes and multi-vehicle crashes involving at least one truck were extracted from the Kansas Department of Transportation’s crash and roadway databases for the years 2006-2010, resulting in 452 crash records. Descriptive statistics and 95 percent confidence intervals were constructed for an odds ratio analysis comparing single-vehicle truck crashes to multi-vehicle crashes involving at least one truck for the variables that were included in both databases. Overall, the …
A Preliminary Appraisal Of The Safety And Operational Effects On The Regional Transportation System Caused By New Rail-
Truck Intermodal Facilities,
2012
University of Kansas
A Preliminary Appraisal Of The Safety And Operational Effects On The Regional Transportation System Caused By New Rail- Truck Intermodal Facilities, Thomas E. Mullinazzi, Steven D. Schrock, Eric J. Fitzsimmons, Robert A. Rescot
Mid-America Transportation Center: Final Reports and Technical Briefs
Potential for impacts to a small Kansas city were evaluated in light of a planned rail to truck intermodal facility. The city of Edgerton, Kansas, was selected for an intermodal terminal in 2006 by a Class I railroad due to its regional proximity to the Kansas City market and market conditions favorable to such a facility. Through an analysis of various reports and literature along with original traffic, railroad, and environmental data, along with citizen feedback, the framework was laid to be able to compare the impacts of the facility to a snapshot in time prior to its opening.
Earmarked Revenues And Spending Volatility: The Case Of Highway Finance,
2012
University of Iowa
Earmarked Revenues And Spending Volatility: The Case Of Highway Finance, Phuong Nguyen-Hoang Ph.D., William Duncombe Ph.D.
Mid-America Transportation Center: Final Reports and Technical Briefs
Over the last decade, state governments have experienced two recessions (including the recent “Great Recession”) which have resulted in significant disruptions in state budgets and highlighted the volatility of the personal income tax and general sales tax. Since infrastructure maintenance funding may be particularly vulnerable to budget cuts during recessions, it is important to identify more stable revenue sources and budgetary institutions. One of the distinguishing characteristics of highway finance in the United States is the heavy use of earmarked revenues linked to highway users. Our key research question is whether an increase in the share of highway funding from …
Determining The Stresses In Steel Railroad-Track Rails Due To Freight Movements Using Non-Contact Laser-Speckle,
2012
Kansas State University
Determining The Stresses In Steel Railroad-Track Rails Due To Freight Movements Using Non-Contact Laser-Speckle, Robert Peterman Ph.D., P.E., Rob Murphy, Weixin Zhao Ph.D.
Mid-America Transportation Center: Final Reports and Technical Briefs
This research was aimed at developing a procedure to determine the existing stresses in steel rails used in railroad tracks. These stresses are caused by the combination of both thermal restraint and physical/mechanical loads. However, since the track sections are installed at various temperatures and then continuously welded together and secured to wood or concrete ties, the stresses existing in the track at any given time are currently unknown. In fact, not only the magnitude of stress is unknown, but also the basic knowledge about whether the rails are in tension or compression at a given time. Since the stresses …
Inspection Of Earthen Embankment Dams Using Time Lapse Electrical Resistivity Tomography,
2012
University of Mississippi
Inspection Of Earthen Embankment Dams Using Time Lapse Electrical Resistivity Tomography, Jared Stewart Case
Electronic Theses and Dissertations
According to the National Inventory of Dams (NID), the number of dams across the United States is approximately 85,000. Many of these dams are more than 50 years old and need vast attention to ensure their safety. It is difficult to obtain a full assessment of the dam just by visual inspections alone. This is because many problems associated with dam failure occur internally, which makes it difficult to be observed by the dam inspectors. Examples of these flaws are piping and seepage (flow of water through or around dam walls). It is in this area where geophysical methods can …
Finite Element Modeling Of Seismic Wave Propagation In Earthen Embankments,
2012
University of Mississippi
Finite Element Modeling Of Seismic Wave Propagation In Earthen Embankments, Binyam Tadese
Electronic Theses and Dissertations
The detection of internal seepage zones in embankments (dams and levees) by geophysical seismic techniques such as seismic refraction is limited by a number of factors. Some factors are associated with inversion and smoothing problems during processing, while others are associated with the natural characteristics of embankments and seepage anomalies. In this research, changes in the seismic response associated with: embankment soil compositions and moisture, characteristics of the seepage zone, presence of water in the reservoir, and shape of embankment was studied via 2D and 3D finite element (FE) embankment models. Artificial reflections from external boundaries and numerical dispersion were …
Bridge Deck Cracking Investigation And Repair,
2012
University of North Florida
Bridge Deck Cracking Investigation And Repair, Vidal Velez Vargas
UNF Graduate Theses and Dissertations
The focus of this study is to investigate the cracking of concrete bridge decks and the sealants used in repairing transverse cracks. Cracking could occur in both hardened mature concrete and early age concrete. Several factors affect concrete cracking, such as age-dependent material properties, thermal- and moisture-related stresses and strains, material viscoelastic behavior, restraints, concrete expansion and contraction, casting sequence, formwork, material characteristics, and environmental exposure. The causes of early age cracking are primarily attributed to effects such as plastic shrinkage, temperature effects, autogenous shrinkage, and drying shrinkage. This deck cracking could greatly reduce durability, lead to a loss of …
Settlement Of Municipal Solid Waste,
2012
Department of Civil, Structural and Environmental Engineering, Cork Institute of Technology, Cork, Ireland.
Settlement Of Municipal Solid Waste, Emmet Burke
Theses
The mechanical properties of waste (compression index, elastic modulus, stresses) are an important aspect for the design, operation and post-closure uses of landfills. In recent years the requirement to utilise the acreage that the landfill occupies to its maximum potential has necessitated the landfill structure to accommodate a greater volume of waste over a smaller plan area. This pushes the boundaries of design relating to side-slope and infrastructural elements of landfill structures.
The objectives of this research were identified from significant gaps in the knowledge relating to the settlement and mechanical properties of municipal solid waste. The main objectives are …
Structural Identification Through Monitoring, Modeling And Predictive Analysis Under Uncertainty,
2012
University of Central Florida
Structural Identification Through Monitoring, Modeling And Predictive Analysis Under Uncertainty, Hasan Burak Gökçe
Electronic Theses and Dissertations
Bridges are critical components of highway networks, which provide mobility and economical vitality to a nation. Ensuring the safety and regular operation as well as accurate structural assessment of bridges is essential. Structural Identification (St-Id) can be utilized for better assessment of structures by integrating experimental and analytical technologies in support of decision-making. St-Id is defined as creating parametric or nonparametric models to characterize structural behavior based on structural health monitoring (SHM) data. In a recent study by the ASCE St-Id Committee, St-Id framework is given in six steps, including modeling, experimentation and ultimately decision making for estimating the performance …
Engineering Characteristics Of Recyled Plastic Pin, Lumber And Bamboo For Soil Slope Stabilization,
2012
University of Texas at Arlington
Engineering Characteristics Of Recyled Plastic Pin, Lumber And Bamboo For Soil Slope Stabilization, Faisal Shakib Ahmed
Civil Engineering Theses - Archive
Shallow slope failures are predominant in North Texas and pose a significant maintenance problem. The traditional slope repair and stabilization techniques become expensive in some instances with direct costs associated in maintenance and repair of landslides. A new approach for slope stabilization has been developed using Recycled Plastic Pins ( RPP) to reinforce slope movements. The engineering properties of RPP in compression and bending strength along with environmental considerations dictate the design and repair of slopes using RPP. Two other materials have also been considered as an alternative: (1) Wood lumber and (2) Bamboo. Wood has many advantages as an …
