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Full-Text Articles in Engineering

Evaluation Of The Work Zone Safety And Mobility Rule, Kenneth R. Agent, Jerry G. Pigman Mar 2009

Evaluation Of The Work Zone Safety And Mobility Rule, Kenneth R. Agent, Jerry G. Pigman

Kentucky Transportation Center Research Report

The Work Zone Safety and Mobility Rule (Rule) was published in the Federal Register in September 2004 indicating that all state and local governments receiving Federal-aid funding were required to comply with provisions of the Rule no later than October 2007. Kentucky received an extension to October 2008. The objectives of this study were to review the requirements of the Work Zone Safety and Mobility Rule and provide recommendations for implementation of the Rule to ensure a consistent approach for designing and managing the impacts of work zones. This report documents results from: a) a review of literature and Kentucky’s …


Experimental Painting Of The I-64 Riverside Parkway In Louisville, Ky, Rick Younce, Theodore Hopwood Ii, Sudhir Palle Feb 2009

Experimental Painting Of The I-64 Riverside Parkway In Louisville, Ky, Rick Younce, Theodore Hopwood Ii, Sudhir Palle

Kentucky Transportation Center Research Report

The Kentucky Transportation Cabinet conducted a large-scale zone maintenance painting operation on 13 elevated steel bridges along the I-64 Riverside Parkway in Louisville, KY in 2007. That work included abrasive blast-cleaning and painting of steel underlying open deck joints on 3.2 miles of steel structures. The painting was performed by spray application of one coat of a calcium sulfonate alkyd coating. The painting covered an area of 237,060 ft2 of steel cleaned and painted at a unit cost of $15.82/ft2.

The project incorporated a high level of containment as the existing coating possessed lead-based paints and the project was located …


Dynamic Evaluation Of A Pinned Anchoring System For New York State’S Temporary Concrete Barriers, Christopher N. Howard, Cale J. Stolle, Karla A. Lechtenberg, Ronald K. Faller, John D. Reid, Dean L. Sicking Jan 2009

Dynamic Evaluation Of A Pinned Anchoring System For New York State’S Temporary Concrete Barriers, Christopher N. Howard, Cale J. Stolle, Karla A. Lechtenberg, Ronald K. Faller, John D. Reid, Dean L. Sicking

Mid-America Transportation Center: Final Reports and Technical Briefs

Temporary concrete barrier (TCB) systems are utilized in many circumstances, including for placement adjacent to vertical dropoffs. Free-standing TCB systems are known to have relatively large deflections when impacted, which may be undesirable when dealing with limited space behind the barrier (as seen on a bridge deck) or limited lane width in front of the barrier system. In order to allow TCB systems to be used in space-restricted locations, a variety of TCB stiffening options have been tested, including beam stiffening and pinning the barriers to the pavement. These pavement-pinning procedures have been considered time-consuming and may pose undue risk …


Urban Transportation Planning Decision Making: A Robustness Analysis Approach, Deogratias Eustace Jan 2009

Urban Transportation Planning Decision Making: A Robustness Analysis Approach, Deogratias Eustace

Civil and Environmental Engineering and Engineering Mechanics Faculty Publications

Travel demand modeling remains a cornerstone of the transportation planning process. Although current transportation planning procedures are mostly performed by an interdisciplinary team approach, there are still a number of institutional issues which may hinder the process from providing the best results. According to Marshment (2001), the most notable setback is a lack of coordination between land use and transportation planning. Most of the time, land use plans do not reflect the influence of the accessibility to the alternative transportation facilities.

The lack of interaction between land use and transportation planning may play a major role in using unrealistic and …


Dynamic Evaluation Of New York State’S Aluminum Pedestrian Signal Pole System, Scott K. Rosenbaugh, Ronald K. Faller, Karla A. Lechtenberg, Robert W. Bielenberg, Dean L. Sicking, John D. Reid Jan 2009

Dynamic Evaluation Of New York State’S Aluminum Pedestrian Signal Pole System, Scott K. Rosenbaugh, Ronald K. Faller, Karla A. Lechtenberg, Robert W. Bielenberg, Dean L. Sicking, John D. Reid

Mid-America Transportation Center: Final Reports and Technical Briefs

The New York State Department of Transportation (NYSDOT) mounts pedestrian “hand/man” signals to aluminum

poles and uses frangible transformer bases to allow the system to break away. However, engineers at NYSDOT believed that the material properties of the aluminum poles themselves would allow the pedestrian signal poles to break away without the use of transformer bases. Elimination of the frangible transformer base would result in significant savings.

An aluminum pedestrian signal pole system was erected at the Valmont testing facility and tested with the Valmont- MwRSF/UNL pendulum with crushable nose in accordance with NCHRP Report No. 350 test designation no. …


Kentucky Highway User Survey 2008, Lenahan O'Connell Jan 2009

Kentucky Highway User Survey 2008, Lenahan O'Connell

Kentucky Transportation Center Research Report

This study updates surveys of Kentucky driver opinion regarding the quality of Kentucky’s highway system. The survey was conducted in 2008. Data is presented in bar graphs and tables that allow the analysis of changes in public opinion since the first administration of the survey. For most topics, data are available from 1999, 2000, 2001, 2003, and 2008. The respondents are 845 Kentucky-licensed drivers, age 18 and over. The study looked at seven characteristics of Kentucky highways and found that satisfaction levels were quite stable since 2003. In regard to overall satisfaction in 2008, 54% of drivers said they were …


Reduction Of Stresses On Buried Rigid Highway Structures Using The Imperfect Ditch Method And Expanded Polysterene (Geofoam), Liecheng Sun, Tommy C. Hopkins, Tony L. Beckham Jan 2009

Reduction Of Stresses On Buried Rigid Highway Structures Using The Imperfect Ditch Method And Expanded Polysterene (Geofoam), Liecheng Sun, Tommy C. Hopkins, Tony L. Beckham

Kentucky Transportation Center Research Report

The study of earth pressure distribution on buried structures has a great practical importance in constructing highway embankments above pipes and culverts. Based on Spangler’s research, the supporting strength of a conduit depends primarily on three factors: 1. The inherent strength of the conduit; 2. The distribution of the vertical load and bottom reaction; and 3. The magnitude and distribution of lateral earth pressures that act against the sides of the structure. Rigid culverts are frequently used in Kentucky for routing streams beneath highway embankments because of rolling and mountainous terrain, numerous streams, shallow depths to bedrock, which creates unyielding …


Kentucky Traffic Collision Facts 2009 Report, Kentucky Transportation Center, Kentucky State Police Jan 2009

Kentucky Traffic Collision Facts 2009 Report, Kentucky Transportation Center, Kentucky State Police

Kentucky Transportation Center Research Report

KENTUCKY’S TRAFFIC COLLISION FACTS report for 2009 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 …