Civil and Environmental Engineering Commons^™

Evaluation Of Truck Restrictions Using Simulation, Shaikh Mohamed Arif

Theses

Traffic congestion is a major problem in many central business districts. Many strategies have been proposed and implemented to solve or alleviate this problem. One of the most common strategies is to impose travel restrictions on the movement of trucks, without reviewing the economic consequences of goods movement restrictions on shippers, customers and on the overall business activity of the area.

This research examines the effect of various truck restrictive policies on the cost of urban goods movement, using the central business district of Manhattan as a case study. Computer simulation techniques are used to evaluate several scenarios under different …

Development Of A Composite User Equilibrium And System Optimization Assignment Model, Kimberly M. Stump

Theses

The Urban Transportation Modeling System (UTMS) is a set of procedures used by transportation planners to predict the volume of traffic that will flow through a network, and how the traffic is routed. This paper will focus on the final component of UTMS, traffic assignment, which assigns the traffic flows to actual routes in the network.

In this paper, two composite models which model both User Equilibrium and System Optimal assignments are presented. The composite models are solved using the GAMS (General Algebraic Modeling System) software, a powerful mathematical programming tool. The first model was based on Beckman's Formulation, (Beckman, …

Route Fatality Risk As A Measure Of Travel Death Risk, Kopl Halperin, Jim Redman

RISK: Health, Safety & Environment (1990-2002)

The authors examine the route fatality Risk of routes in Erie County, PA and show that some pose a disproportionately high-Risk to users. They argue that transportation safety could be greatly increased by relatively small expenditures and suggest that the most cost-effective Risk amelioration is speed limit control.

An Analytical Investigation Of Aashto Load Equivalencies, Herbert F. Southgate

Kentucky Transportation Center Research Report

An objective of this study was to develop procedures and/or refined relationships between Kentucky ESALs and AASHTO ESALs. Kentucky load equivalency relationships are the result of mechanistic analyses based on elastic theory. AASHTO load equivalency relationships were developed from recorded empirical data collected at the AASHO Road Test. Comparison of Kentucky and AASHTO ESALs necessarily in depth analyses of AASHTO load equivalency equations C-19, D-19, and their developmental equations given in the 1972 AASHTO Interm Guide. These equations evolved from the basic format used in analyzing AASHO Road Test data.

In this investigation, the repetitions reported in Appendix A of …

Development Of Guidelines And Performance For Asphalt Pavements Containing Rubber -- Review Of State-Of-The-Practice, Kamyar C. Mahboub, Donn E. Hancher

Kentucky Transportation Center Research Report

This interim report provides a summary of key points that are important to successful implementation of the asphalt rubber technology in Kentucky in accordance with ISTEA. Various asphalt rubber technologies are presented in this report along with their advantages and disadvantages. Issues related to structural design and construction are discussed. A variety of environmental issues such as: emissions, leachate and issues related to future recyclability are presented. Finally, criteria are recommended to be used for selection of future asphalt rubber projects in Kentucky.

Evaluation Of Clsm (Flowable Fill) For Trench Backfill, Bobby W. Meade, David Q. Hunsucker, Michael D. Stone

Kentucky Transportation Center Research Report

Controlled Low Strength Material (CLSM), commonly referred to as flowable fill, has been used for years as a trench backfill for utility repairs in Kentucky, but had not been previously used by the Kentucky Department of Highways (KDQH). In 1991, the KDOH awarded a contract for the reconstruction of Breckinridge Lane in Louisville where CLSM was used as trench backfill for all storm drainage. In 1992, the KDOH awarded a contract for replacement of cross drains for US 25 in Fayette County where CLSM was used as trench backfill. These two sites were monitored for field performance, cylinders were cast …

The Removal Of Lead-Based Paint From Steel Bridges, Theodore Hopwood Ii, Christopher M. Oberst

Kentucky Transportation Center Research Report

The purpose of this study was to assist the Department of Highways in conducting bridge-painting operations involving removal of existing lead-based paint. Pertinent state and Federal regulations affecting generation of hazardous wastes, limiting environmental pollution and protecting public and worker safety were obtained and reviewed.State highway agendas were surveyed relative to how they conducted maintenance bridge painting involving lead-based. paints and comply with applicable regulations. Information from the painting industry related to sale removal of lead-based paints was also reviewed.

Based upon the reviews of applicable regulations, operations of other state highway agencies and painting industry practices, the best demonstrated …

Traffic Accident Investigation, Kenneth R. Agent, Jerry G. Pigman

Kentucky Transportation Center Research Report

The information given in this report deals with the reporting and at-scene investigation of traffic accidents. The procedure to complete the uniform police traffic accident report used in Kentucky is described. Also, the proper procedure necessary to document the accident scene is described. The objective of this report is to summarize the material included in the "Traffic Accident Investigation" workshop. The workshop also included case studies which were used to illustrate the procedures for proper reporting and documenting traffic accidents. Slides were used to show traffic accident scenes in order to illustrate the proper interpretation and documentation of accident scene …

Long-Term Performance Of Flexible Pavements Located On Cement-Treated Soils, Tommy C. Hopkins, David Q. Hunsucker, Tony L. Beckham

Kentucky Transportation Center Research Report

Long-term performance of flexible pavements located on cement-treated soils and the longevity of soil-cement subgrades are examined at sections of four highway routes. Ages of the soil-cement subgrades range from 6 to 30 years. Field and laboratory studies were conducted at each section. Generally. the soil-cement subgrades were non-plastic and were classified as SM, or sandy silt, according to the Unified Soil Classification System, although the classification of the untreated soil subgrades located below the treated layers ranged from CL (clay) to GC (clayey gravel). Plasticity index of the untreated soils ranged from non-plastic to 44 percent. Generally, the untreated …

Kentucky Traffic Accident Facts 1993 Report, Kentucky State Police

Kentucky Transportation Center Research Report

KENTUCKY'S TRAFFIC ACCIDENT FACTS report for 1993 is based on accident reports submitted to the Accident Unit housed in the Kentucky State Police Information Services Branch, Records Section. 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 accidents" for such purposes as will improve the traffic safety program in the …

Construction And Performance Of Highway Soil Subgrades Modified With Atmospheric Fluidized Bed Combustion Residue And Multicone Kiln Dust, David Q. Hunsucker, Tommy C. Hopkins, Tony L. Beckham, R. Clark Graves

Kentucky Transportation Center Research Report

In an effort to increase the utilization of by-product materials in highway construction projects, the Kentucky Transportation Cabinet authorized the experimental use of reside from an atmospheric fluidized bed combustion (AFBC) process and multicone kiln dust (MKD), a by-product resulting from the production of lime, as subgrade soil modifiers. This report presents information relative to preconstruction and post-construction laboratory evaluations, construction procedures, construction monitoring activities, and performance evaluations of a highway subgrade solid modified using AFBC spent lime, MKD, Type IP cement, and hydrated lime. An untreated section served as a control section for the project located on Kentucky Route …

Planning Of Optimal Transit System Design, Yongning Liu

Theses

This study presents a methodological approach for finding an optimal design of bus transit service in an urban transportation corridor with elastic demand and under various objective functions. Service design decision variables to be optimized include the route length, route density, headway, number of stops and stop spacing pattern. The objective functions that optimize the transit system design include: minimizing operator cost, maximizing profit, minimizing sum of operator and user costs and maximizing the users' net benefits.

The analysis uses an elastic demand function wherein the number of trips are sensitive to the quality of service provided and price charged …

Construction Of Highway Base And Subbase Layers Containing Residue From An Atmospheric Fluidized Bed Combustion Process, David Q. Hunsucker, R. Clark Graves

Kentucky Transportation Center Research Report

This report summarizes findings of laboratory and construction evaluations of using residue from an atmospheric fluidized bed combustion (AFBC) process as a component in an experimental road base and subbase application. The base mixture contains pulverized fuel ash, AFBC residue, and limestone aggregates used as bulk filler. The subbase mixture contains AFBC residue and pond ash (ponded fly ash and bottom ash). Mixtures containing various proportions of each component were evaluated in the laboratory relative to maximum dry density, optimum moisture content, and compressive strength development.

Two 750-foot test sections of a 22-foot wide roadway, containing the experimental mixtures, were …

Cost Effective Maintenance Contracting, Bobby W. Meade, David Q. Hunsucker

Kentucky Transportation Center Research Report

Increased emphasis on highway maintenance and the need to accomplish the maintenance programs as efficiently as possible, prompted this study. The objectives of the study addressed herein are the identification of maintenance activities performed by contract, determination of equivalent levels of service between contract performed and in-house performed activities, cost comparison of those activities, and recommendations to implement the findings.

Findings are that activities routinely performed by contract are cost efficient. A formal make-versus-buy decision making process should be developed. The process should be made available to District personnel and the make-versus-buy decision made at that level. Decision making processes …

Appendix: List Of Participants [1992], Kentucky Transportation Center

Kentucky's Annual Forum on Transportation

No abstract provided.

Transportation Of The Future And The Future Of Transportation, Lee T. Todd Jr.

Kentucky's Annual Forum on Transportation

No abstract provided.

Transportation Of The Future And The Future Of Transportation, John A. Deacon

Kentucky's Annual Forum on Transportation

No abstract provided.

Intermodalism: What It Is And How It Works. Transamerica Transportation Corridor Transportation Options For The Twenty-First Century, James L. Covil

Kentucky's Annual Forum on Transportation

No abstract provided.

Intermodalism: What It Is And How It Works. Intermodal Transportation: Past, Present, And Future, Benjamin J. Allen

Kentucky's Annual Forum on Transportation

No abstract provided.

Transportation: We Shape It And It Shapes Us, J. M. Yowell

Kentucky's Annual Forum on Transportation

No abstract provided.

Intermodal Surface Transportation Efficiency Act (Istea): A New Way Of Doing Business, James Q. Duane

Kentucky's Annual Forum on Transportation

No abstract provided.

Intermodal Surface Transportation Efficiency Act (Istea): A New Way Of Doing Business, Roland J. Mross

Kentucky's Annual Forum on Transportation

No abstract provided.

Intermodal Surface Transportation Efficiency Act (Istea): A New Way Of Doing Business, Douglas B. Ham

Kentucky's Annual Forum on Transportation

No abstract provided.

Intermodal Surface Transportation Efficiency Act (Istea): A New Way Of Doing Business, Eugene R. Mccormick

Kentucky's Annual Forum on Transportation

No abstract provided.

Understanding Transportation In The Commonwealth: How Decisions Of The Past Affect Us Today: Kentucky Overview, Calvin G. Grayson

Kentucky's Annual Forum on Transportation

No abstract provided.

Understanding Transportation In The Commonwealth: How Decisions Of The Past Affect Us Today: Industry Overview, James M. Wiseman

Kentucky's Annual Forum on Transportation

No abstract provided.

Understanding Transportation In The Commonwealth: How Decisions Of The Past Affect Us Today: National Overview, Lester P. Lamm

Kentucky's Annual Forum on Transportation

No abstract provided.

History Of Transportation In The Commonwealth, Ned Breathitt

Kentucky's Annual Forum on Transportation

No abstract provided.

Kentucky Transportation Hall Of Fame [1992], Kentucky Transportation Center

Kentucky's Annual Forum on Transportation

No abstract provided.

1992 Safety Belt Usage Survey And Evaluation Of Effectiveness In Kentucky, Kenneth R. Agent

Kentucky Transportation Center Research Report

The objective of the survey was to establish 1992 safety belt and child safety seat usage rates in Kentucky. Data were collected at 100 sites and combined based on vehicle miles travelled for a given type of highway, rural or urban location, and county population category. Also included in this report is an analysis of accident records evaluating the effectiveness of safety belts.

Statewide usage rates were 41 percent for drivers and front-seat passengers (over 19 years of age) and 62 percent for children under four years of age (front and rear seats). Driver usage rates increased in 1992 compared …