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Full-Text Articles in Civil and Environmental Engineering

2003 Safety Belt Usage Survey In Kentucky, Kenneth R. Agent, Eric R. Green Aug 2003

2003 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 2003 safety belt and child safety seat usage rates in Kentucky. The 2003 su rvey continues to document the results after enactment of a statewide mandatory safety belt law in 1994 and safety belt enforcement campaign. Data were collect ed at 200 randomly selected sites spread across Kentucky. Data from the individual sites were combined into a statewide percentage considering roadway functional classification, geographic region, and vehicle miles traveled.

The data show that the usage rate in 2003 (65.5 percent) was higher than that in 2002 (62.0 percent). This compared to 61.9 …


Evaluation Of Kentucky’S “Buckle Up Kentucky: It’S The Law & It’S Enforced” Campaign, Kenneth R. Agent, Eric R. Green, Ronald E. Langley Aug 2003

Evaluation Of Kentucky’S “Buckle Up Kentucky: It’S The Law & It’S Enforced” Campaign, Kenneth R. Agent, Eric R. Green, Ronald E. Langley

Kentucky Transportation Center Research Report

The objective of this report was to document the results of the “Buckle Up Kentucky: It’s the Law & It’s Enforced” campaign in Kentucky. The campaign involved a combination of earned media, paid media, and enforcement. The earned media started about three weeks prior to Memorial Day 2003 and continued through the enforcement period. The paid media started about two weeks prior to Memorial Day. The enforcement period was a two-week period including the week before and the week of Memorial Day.

The evaluation of the campaign included documenting the activities associated with the program (publicity and enforcement) and evaluating …


Crash Rates At Intersections, Eric R. Green, Kenneth R. Agent Aug 2003

Crash Rates At Intersections, Eric R. Green, Kenneth R. Agent

Kentucky Transportation Center Research Report

The objectives of this study were to develop a database of intersections, match traffic crashes to these intersections, calculate crash rates for various types of intersections, and identify intersections with the highest crash rates. A procedure was used to: a) identify intersections, b) assign crashes to these intersections, c) determine entering traffic volume, d) calculate a crash rate for each intersection, and e) calculate a critical rate factor (CRF) for each intersection.

About 7,000 intersections were identified with almost 19,000 crashes related to these intersections for the three-year period of 2000 through 2002. The analysis identified 428 intersections that had …


Evaluation Of Working Capacity For Disadvantaged Business Enterprises (Dbe) For Highway Construction In Kentucky, Fy 2004 Update, Brad W. Rister, Raymond F. Werkmeister, Paul E. Toussaint Aug 2003

Evaluation Of Working Capacity For Disadvantaged Business Enterprises (Dbe) For Highway Construction In Kentucky, Fy 2004 Update, Brad W. Rister, Raymond F. Werkmeister, Paul E. Toussaint

Kentucky Transportation Center Research Report

The Kentucky Transportation Center gathered the appropriate information, performed a series of computations and analyses, prepared the attached documentation, and makes the following recommendations to the Kentucky Transportation Cabinet for their DBE goal for Federal Fiscal year 2004 (October 1, 2003 - September 30, 2004).

KTC recommends an overall DBE goal of 9.26%, of which 1.931% is anticipated to be satisfied by race/gender neutral prime contracts, and the resultant 7.33% should established as race/gender conscious subcontracts. The overall DBE goal figures stated here addresses an adjustment of 1.326% for the positive historical goal variance observed for the past eight years.


A.M.I.S. And The Partitioning Of Preference, Ted H. Grossardt Jul 2003

A.M.I.S. And The Partitioning Of Preference, Ted H. Grossardt

Kentucky Transportation Center Presentations

This presentation reviews work by the researchers that combines group dialogic techniques with analytic hierarchy and GIS to bring the knowledge of large groups of people to bear on a highway routing problem. A significant question is how technical knowledge and local information can be combined, either dialogically or mathematically, to provide the most faithful and practical version of a collaborative preference surface, what we call the Analytic Minimum Impedance Surface, or AMIS. While all preferences can be summed directly for this purpose, it may be more accurate and effective to partition the preference contribution to the landscape by knowledge …


Constructibility Issues On Kytc Projects, Donn E. Hancher, Joseph J. Thozhal, Paul M. Goodrum Jul 2003

Constructibility Issues On Kytc Projects, Donn E. Hancher, Joseph J. Thozhal, Paul M. Goodrum

Kentucky Transportation Center Research Report

Constructibility is defined by the American Association of State Highway and Transportation Officials Subcommittee on Construction as “a process that utilizes construction personnel with extensive construction knowledge early in the design stages of projects to ensure that the projects are buildable, while also being cost-effective, biddable, and maintainable” A successful constructibility review process for a transportation agency must follow an established methodology similar to value engineering. The process must be flexible and address the critical issues impacting transportation construction projects, such as ease of construction, environmental factors, construction phasing and scheduling, project safety, and accommodation of future maintenance and operations. …


Survey Of Welding Processes, Theodore Hopwood Ii Jul 2003

Survey Of Welding Processes, Theodore Hopwood Ii

Kentucky Transportation Center Research Report

The current KYTC “SPECIAL PROVISION NO. 4 WELDING STEEL BRIDGES” prohibits the use of welding processes other than shielded metal arc welding (SMAW) and submerged arc welding (SAW). Nationally, bridge welding is codified under ANSI/AASHTO/AWS D1.5M/D1.5:2002 Bridge Welding Code. That document allows the use of other welding processes including flux core arc welding, gas metal arc welding, electroslag welding and electrogas welding after passing qualification tests.

Both the KYTC Special Provision and the Bridge Welding Code were reviewed. Representatives from 14 state highway agencies, fabrication shops, universities and welding equipment firms were questioned regarding the wider use of the welding …


Highway Crash Site Management, Monica L. Barrett, Jennifer R. Walton Jul 2003

Highway Crash Site Management, Monica L. Barrett, Jennifer R. Walton

Kentucky Transportation Center Research Report

Traveler delay is the problem most often associated with highway crashes, but by far the most serious problem is the resulting secondary crashes that occur. Another related issue is the danger posed to response personnel serving the public at the scene of a crash. The longer a crash is in place, the longer the responders are vulnerable and exposed to injury.

The Kentucky Transportation Center, in cooperation with the Kentucky Transportation Cabinet, developed a checklist and interagency workshop to address ways to secure and coordinate the resources necessary to restore the roadway’s operation in a safe and timely manner. The …


Reinforcement Alternatives For Concrete Bridge Decks, Chris Hill, Choo Ching Chiaw, Issam E. Harik Jul 2003

Reinforcement Alternatives For Concrete Bridge Decks, Chris Hill, Choo Ching Chiaw, Issam E. Harik

Kentucky Transportation Center Research Report

This report investigates the application of various reinforcement types in concrete bridge decks as potential replacements or supplements to conventional steel reinforcement. Traditional epoxy coated reinforcement (ECS), stainless steel clad (SSC) reinforcement, MMFX microcomposite reinforcement, and carbon fiber reinforced polymer (CFRP) reinforcement were evaluated. Tests were conducted to determine the material properties of each reinforcement type. Full-scale two-span reinforced concrete deck specimens were load tested to evaluate their performance. CFRP reinforcement was deployed in a single-span bridge located on Elkin Station Road in Clark County, KY. The SSC and MMFX reinforcements were each placed in a separate span in a …


Abandoned Railroad Corridors In Kentucky: An Inventory And Assessment, Lisa Rainey Brownell, Kentucky Transportation Center Jun 2003

Abandoned Railroad Corridors In Kentucky: An Inventory And Assessment, Lisa Rainey Brownell, Kentucky Transportation Center

Kentucky Transportation Center Research Report

This report provides an inventory of Kentucky's abandoned rail lines and a detailed assessment to highlight the lines that may be the most suitable for future trail use. A secondary purpose of the report was to inventory historic railroad structures. Over 125 different abandoned rail lines were identified, mapped using GIS technology, and assessed for their current use and condition. These abandoned rights of way exist in all regions of the state, in urban and rural areas.


Development Of Procedures For Identifying High-Crash Locations And Prioritizing Safety Improvements, Kenneth R. Agent, Lenahan O'Connell, Eric R. Green, Doug Kreis, Jerry G. Pigman, Neil Tollner, Eric C. Thompson Jun 2003

Development Of Procedures For Identifying High-Crash Locations And Prioritizing Safety Improvements, Kenneth R. Agent, Lenahan O'Connell, Eric R. Green, Doug Kreis, Jerry G. Pigman, Neil Tollner, Eric C. Thompson

Kentucky Transportation Center Research Report

The objectives of this study were to review and analyze the current procedures for identifying high-crash locations and evaluating and prioritizing roadway safety improvements at high-crash locations, and to recommend improved methods. Several tasks were undertaken to accomplish these objectives, including the following:

  • Review of program guidelines and procedures used by other states to prioritize improvements at high-crash locations
  • Review and documentation of Kentucky’s current procedures
  • Update of Kentucky’s Crash Buildup Program software to be compatible with the 2000 crash report form
  • Development of new software to assist in estimating the benefits and costs of potential projects for inclusion in …


Intelligent Transportation Systems Statewide Architecture, Joseph D. Crabtree, Jennifer R. Walton Jun 2003

Intelligent Transportation Systems Statewide Architecture, Joseph D. Crabtree, Jennifer R. Walton

Kentucky Transportation Center Research Report

This report describes the development of Kentucky’s Statewide Intelligent Transportation Systems (ITS) Architecture. The process began with the development of an ITS Strategic Plan in 1997-2000. A Business Plan, developed in 2000-2001, translated the goals of the Strategic Plan into specific project recommendations. To develop the Statewide Architecture, the project team first inventoried all existing and planned ITS projects in the state. A project architecture was developed for each identified project, and these project architectures were then merged to form the Statewide Architecture. This report describes the background work that set the stage for the architecture, the actual architecture development …


Assessment And Modeling Of Stream Mitigation Procedures [2003], Bernadette S. Dupont, Sudhir Palle May 2003

Assessment And Modeling Of Stream Mitigation Procedures [2003], Bernadette S. Dupont, Sudhir Palle

Kentucky Transportation Center Research Report

As population increases, so does the need to improve and augment the road network. Construction of new roadways or modification of existing roads often requires diversion or modification of streams. If a stream is disturbed, government regulations require mitigation or compensatory replacement of the affected area in a similar environment. Stream mitigation is of particular importance in Kentucky, as Kentucky ranks second in the United States for having the most miles of waterways. Consequently, stream mitigation has become a significant factor in roadway construction costs. To date, no studies have been made to assess the execution of the mitigation plans …


Developing The Next Generation Of Technological Aids To Effective Public Involvement In Public Transportation Planning & Design, C. Anneta Arno Anneta, Keiron Bailey, Ted H. Grossardt May 2003

Developing The Next Generation Of Technological Aids To Effective Public Involvement In Public Transportation Planning & Design, C. Anneta Arno Anneta, Keiron Bailey, Ted H. Grossardt

Kentucky Transportation Center Faculty and Researcher Publications

Problem

Public involvement in the design of complex public infrastructure solutions, such as a new light rail line, including stops, stations and transit centers, and associated Transit- Oriented Developments (TOD), often relies on lengthy public meetings during which the complexities and subtleties of design preferences, their articulation and communication is overwhelming to both participants and design professionals. Such gatherings can produce more confusion than clarity for the public and design professional alike, especially when strong personalities highlight differences and discourage compromise and consensus. More effective methods of discerning, developing and evaluating the nature of the public’s different preferences and perspectives, …


Roadway Lighting And Driver Safety, Eric R. Green, Kenneth R. Agent, Monica L. Barrett, Jerry G. Pigman May 2003

Roadway Lighting And Driver Safety, Eric R. Green, Kenneth R. Agent, Monica L. Barrett, Jerry G. Pigman

Kentucky Transportation Center Research Report

The objectives of this project were to: a) analyze the safety benefits associated with roadway lighting; b) determine the design of the lighting installation necessary to provide an adequate level of lighting; c) investigate how lighting affects the driver and the roadway’s surrounding environment; d) review the economic correlation between effective lighting and cost savings for the State; e) provide input for updating the current section on street and highway lighting in the Traffic Guidance Manual; and f) analyze crash data to identify nighttime high crash locations. The procedure involved a literature search, a survey of states, crash data analysis, …


Traffic Control At Stop Sign Approaches, Kenneth R. Agent Apr 2003

Traffic Control At Stop Sign Approaches, Kenneth R. Agent

Kentucky Transportation Center Research Report

The objectives of this report were to: a) determine the number of crashes in Kentucky involving a driver disregarding a stop sign and the locations where these occur, b) determine the characteristics of these crashes, c) investigate loca tions with a large number of this type of crash, and d) make recommendations to reduce the probability of a driver disregarding a stop sign. The majority of the analyses involved a review and analysis of crashes where a stop sign was listed as the traffic control and “disregarding the tra ffic control” was listed as a contributing factor. Intersections having a …


Structural Evaluation Of The Historic John A. Roebling Suspension Bridge, Wei-Xin Ren, Issam E. Harik, George E. Blandford, Michael Lenett, T. Michael Baseheart Apr 2003

Structural Evaluation Of The Historic John A. Roebling Suspension Bridge, Wei-Xin Ren, Issam E. Harik, George E. Blandford, Michael Lenett, T. Michael Baseheart

Kentucky Transportation Center Research Report

The John A. Roebling suspension bridge, formerly the Covington-Cincinnati suspension bridge over the Ohio River was completed in 1867 and is still serving the Northern Kentucky community. The objective of this study is to assess the bridge load capacity via the dynamics-based technique. The scope of research includes finite element modeling and modal analysis, field ambient vibration testing, finite element model calibration to field test results, and bridge load-capacity evaluation. It is demonstrated that stress stiffening of cable elements plays an important role in both static and dynamic analyses of the Roebling suspension bridge. Large deflection behavior has been shown …


Kentucky Highway Rating System, Doug Kreis, Lenahan O'Connell Mar 2003

Kentucky Highway Rating System, Doug Kreis, Lenahan O'Connell

Kentucky Transportation Center Research Report

This study had two goals: 1. Formulate a new method for generating roadway adequacy ratings; 2. Construct an appropriate data set and then test the method by comparing it to the results of the HPMS-AP method. The recommended methodology builds on the previous methodology, the HPMS-AP. However, the recommended differs from the HPMS-AP in that it incorporates crash data into the adequacy rating and increases the relative weight given to indicators of roadway safety for the appropriate functional classification of highways. The software for the proposed highway rating system is in a format that permits "what if" scenarios. The comparison …


Maintenance Painting Of Various Bridge Projects During 2001-2002: Kentucky Highway Investigative Task 42, Rick Younce, Sudhir Palle, Theodore Hopwood Ii Mar 2003

Maintenance Painting Of Various Bridge Projects During 2001-2002: Kentucky Highway Investigative Task 42, Rick Younce, Sudhir Palle, Theodore Hopwood Ii

Kentucky Transportation Center Research Report

The Kentucky Transportation Center (KTC) at the University of Kentucky has performed a series of research studies for the Kentucky Transportation Cabinet (KYTC) to monitor various experimental bridge painting projects and conduct investigative work focusing on new paint systems. The research study addressed in this report “Maintenance Painting of Various Bridge Projects During 2001-2002” Kentucky Highways Investigative Task No: 42 were intended to address experimental projects in fiscal years 2001 and 2002.

KTC and KYTC Project Design Team’s joint efforts in 2000 into early 2001 centered on the preparation of experimental bridge maintenance painting special notes, preliminary field testing/development of …


Environmental Impacts Of Bridge Cleaning Operations, Theodore Hopwood Ii, Sudhir Palle, Rick Younce Feb 2003

Environmental Impacts Of Bridge Cleaning Operations, Theodore Hopwood Ii, Sudhir Palle, Rick Younce

Kentucky Transportation Center Research Report

Cleaning (washing) operations of existing leaded paints on bridges were studied to determine the level of lead contamination in the resulting wastewater. Twelve experimental overcoating projects were let on bridges with various types of existing paint in varying states of deterioration. The projects employed different washing pressures ranging from 2500 psi to 10000 psi and various wash nozzles (fan and 0o spinner tips). KYTC standard filtration was used on 10 projects and 2 projects used an experimental filtration unit having a sand filter and two types of chemical filter media.

Prior to painting, the existing paint was analyzed for thickness, …


Analysis Of Field Permeability And Laboratory Shear Stress For Western Kentucky Parkway, Milepost 18.240 To Milepost 25.565, Caldwell-Hopkins Counties, David L. Allen Feb 2003

Analysis Of Field Permeability And Laboratory Shear Stress For Western Kentucky Parkway, Milepost 18.240 To Milepost 25.565, Caldwell-Hopkins Counties, David L. Allen

Kentucky Transportation Center Research Report

This report lists and discusses results of field permeability tests and laboratory shear tests on samples from a construction project on the Western Kentucky Parkway in Caldwell-Hopkins Counties. Approximately 6,500 tons of asphaltic concrete overlay placed on this project failed to meet minimum density requirements.

Field permeability tests were performed and the results showed that in areas where the mat failed to meet density requirements there was very high permeability in those locations.

The laboratory shear tests also showed that there was a direct relationship between shear strength and density. A linear elastic layer stress analysis also indicated that the …


Development Of A Statewide Landslide Inventory Program, Tommy C. Hopkins, Tony L. Beckham, Liecheng Sun, Barry Butcher Feb 2003

Development Of A Statewide Landslide Inventory Program, Tommy C. Hopkins, Tony L. Beckham, Liecheng Sun, Barry Butcher

Kentucky Transportation Center Research Report

Development of a comprehensive geotechnical database for risk management of highway landslide problems is described. Computer software selected to program the client/server application in a data window, components and structure of the geotechnical database, and some of the primary factors considered in constructing the database are discussed. In the establishment of a large database that will be used widely, it is extremely important to select development software that will allow simultaneous use of the database by numerous users. Major integrated components of the database include landslide, rock slope, and soil and rock engineering data. This report mainly focuses on the …


Roadway Related Tort Liability And Risk Management: 5th Edition, Kenneth R. Agent, Daniel S. Turner Jan 2003

Roadway Related Tort Liability And Risk Management: 5th Edition, Kenneth R. Agent, Daniel S. Turner

Kentucky Transportation Center Research Report

This training material has been prepared to address the tort liability problems faced by the Kentucky Transportation Cabinet and Kentucky local governments. The manual defines the problem by reviewing the national picture of generally growing numbers of suits and escalating financial losses from suits against highway agencies.

The manual also sets out solutions, and reviews actions, which can decrease the exposure of highway agencies to these suits. This risk management concept is emphasized throughout the manual.


Investigation Of Soluble Salts On Kentucky Bridges, Sudhir Palle, Rick Younce, Theodore Hopwood Ii Jan 2003

Investigation Of Soluble Salts On Kentucky Bridges, Sudhir Palle, Rick Younce, Theodore Hopwood Ii

Kentucky Transportation Center Research Report

Invisible soluble salts present on steel highway structures can act to promote corrosion even after maintenance painting. Soluble salts include chloride, nitrate and sulfate ions. Soluble salts found on bridge decks and roadways are the result of usage of deicing salts (chlorides), and the deposition of atmospheric pollution (nitrates and sulfates) on exterior surfaces. Typical pollution-related sources of soluble salts are coal-fired power plants, refineries, farming operations, vehicle emissions, and chemical plants. Sites for soluble salt damage on bridges include:

  • Beam ends under open or leaking expansion joints,
  • Flanges and lower portions of webs of overpass structures,
  • Lower chords and …


Ground Penetrating Radar: "Pavement Layer Thickness Evaluation", David A. Willett, Brad Rister Dec 2002

Ground Penetrating Radar: "Pavement Layer Thickness Evaluation", David A. Willett, Brad Rister

Kentucky Transportation Center Research Report

The following report demonstrates the accuracy of using Ground Penetrating Radar (GPR) to determine both the surface layer thickness for asphalt, and concrete pavements. In addition tests were conducted to identify GPR’s repeatability on dry pavements, GPR’s ability to determine pavement layer thicknesses in wet conditions, and an attempt was made to determine the number of actual field cores necessary to accurately post-process radar data into thickness values.

The equipment used to perform these evaluations was Geophysical Survey Systems Inc.’s model SIR 10B with the model 4108 (1 GHz.) air-launched horn antenna.

Preliminary results indicate that when ground truth cores …


Evaluation Of Post-Interchange Guide Signs, Monica L. Barrett, Jerry G. Pigman, Ronald E. Langley Dec 2002

Evaluation Of Post-Interchange Guide Signs, Monica L. Barrett, Jerry G. Pigman, Ronald E. Langley

Kentucky Transportation Center Research Report

There are four basic types of guide signs related to tourist and recreational facilities, each with its own requirements and purpose. These include limited supplemental guide signs, cultural and recreational supplemental guide signs, fifth legend logos, and tourist oriented directional signs. Under the category of limited supplemental guide signs is a new pilot program to include a similar type sign at 10- and 20-mile points before an interchange. These signs are called post-interchange guide signs.

This report evaluates these experimental post-interchange guide signs. This evaluation included a before and after study of crash information including total numbers and trends, a …


Assessment Of The 1997 Commodity Flow Survey For State-Level Freight Transportation Planning, Darren M. Scott Dec 2002

Assessment Of The 1997 Commodity Flow Survey For State-Level Freight Transportation Planning, Darren M. Scott

Kentucky Transportation Center Research Report

Urban travel demand modeling in the United States has a rich history in both practice and academic research. The same cannot be said, however, of freight demand modeling despite the intermodel planning requirements of IS TEA and TEA21. In most instances, agencies responsible for state transportation planning (e.g. Kentucky Transportation Cabinet) have applied, in a limited way, the methodology developed for urban travel demand modeling (i.e., Urban Transportation Modeling System or UTMS 1) to the freight arena (see, for example, Black 1997). Obviously, this methodological similarity implies that the fundamental data requirements for both types of demand modeling are also …


Evaluation Of Kentucky’S You Drink And Drive. You Lose”, Kenneth R. Agent, Eric R. Green, Ronald E. Langley Oct 2002

Evaluation Of Kentucky’S You Drink And Drive. You Lose”, Kenneth R. Agent, Eric R. Green, Ronald E. Langley

Kentucky Transportation Center Research Report

Alcohol and drug related crashes continue to be one of the highest priority problem identification areas and considerable emphasis is being placed on programs to impact those types of crashes. Various types of campaigns have been used over the years in an attempt to reduce the number of alcohol-related crashes. Kentucky was selected within the Southeast Region of the United States by the National Highway Traffic Safety Administration to conduct a comprehensive impaired driving campaign entitled “You Drink & Drive. You Lose”. The campaign was conducted around the 2002 Labor Day holiday. The objective of this report was to document …


Experimental Maintenance Painting Of I-65 In Louisville (Fr 108), Rick Younce, Theodore Hopwood Ii, Sudhir Palle Oct 2002

Experimental Maintenance Painting Of I-65 In Louisville (Fr 108), Rick Younce, Theodore Hopwood Ii, Sudhir Palle

Kentucky Transportation Center Research Report

I-65 project in downtown Louisville consisted of 27 bridges having approximately 1,493,100 ft2 of steel. The structures had existing coatings that contained lead. The project posed significant operational and public safety and operational constraints due to close proximity of the structures with residences and businesses along the entire route. In 2000, the Central Office Project Design Team developed experimental specifications to abrasive blast and re-paint the bridges. Surface preparation procedures included solvent cleaning, pack rust removal and abrasive blast cleaning. Containment enclosures were employed throughout the project, air monitoring was performed to assure satisfactory containment, and hazardous wastes were collected …


Safety Evaluation Of New Roads, Kenneth R. Agent, Jerry G. Pigman Sep 2002

Safety Evaluation Of New Roads, Kenneth R. Agent, Jerry G. Pigman

Kentucky Transportation Center Research Report

The primary objective of this research study was to evaluate the crash history of bypass routes to determine if there were unusual patterns or changes in the crash history on these routes over the first years of operation. The focus of the evaluation was to collect data at bypass routes opened in recent years in Kentucky. Crash patterns were summarized with recommendations made for countermeasures to reduce the probability of crashes, specifically at intersections, with an emphasis on the early stages of operation. The literature was reviewed, crash data were obtained at nine case study bypasses, and discussions were held …