Engineering Commons^™

Bath Road Master Plan, Wiscasset, Maine, T. Y. Lin International, Mlrd Landscape Architecture + Urbanism, Kevin Hooper Associates, Planning Decisions Inc.

Maine Town Documents

The Wiscasset Bath Road Master Plan seeks to maximize development opportunities along Bath Road through the strategic coordination of traffic infrastructure improvements, land use policies and design standards while maintaining or improving the mobility and safety of U.S. Route 1. By planning for growth, Bath Road will increase safety, reduce congestion and enhance the visual character. Ultimately, this Master Plan is intended to help Wiscasset (the Town) shape a future for Bath Road and surrounding areas that reflects the needs and values of the community and preserves the Midcoast Region’s most important arterial highway. The Plan covers the areas adjacent …

Passive Stormwater Samplers For Sampling Highway Runoff From Bmps: Feasibility Studies, Tian C. Zhang, John S. Stansbury, Massom Moussavi

Nebraska Department of Transportation: Research Reports

No abstract provided.

Development And Evaluation If Best Management Practices For Highway Runoff Pollution Control, Tian C. Zhang, John S. Stansbury, Massom Moussavi

Nebraska Department of Transportation: Research Reports

No abstract provided.

Implementation Of Precast Concrete Deck System Nudeck (2nd Generation), George Morcous, Maher K. Tadros

Nebraska Department of Transportation: Research Reports

No abstract provided.

Fertilizer Effects On Attaining Vegetation Requirements, Walter H. Schacht, Carol Wienhold

Nebraska Department of Transportation: Research Reports

No abstract provided.

Pavement Evaluation Of The Concrete Tie-Bars And Dowel Baskets On Irvin Cobb Drive, Us 60, Mccracken County, Ky, Brad W. Rister, Jamie Creech, Joe Whelan, Timothy R. B. Taylor

Kentucky Transportation Center Research Report

A 1500 Mhz. ground coupled, ground penetrating radar antenna was used to identify both the horizontal alignment and the vertical displacement of the concrete tie-bars and the transverse joint dowel bar assembles on a Portland-Cement-Concrete-Pavement (PCCP) on US 60 in McCracken County, KY. Approximately 5 lanes miles of PCCP were evaluated using the 1500 Mhz. ground coupled antenna. Results indicate that only one transverse dowel basket out of an approximate total of 1,760 were within 4.17 inches of the pavement surface. Seven transverse dowel baskets were misaligned four inches or greater from the location of the sawed joint. These areas …

Fiscal Year 2013 Fhwa-536 Report For The Kentucky Transportation Cabinet, Steven Douglas Kreis, Candice Y. Wallace, Bryan Gibson, Sarah M. Mccormack

Kentucky Transportation Center Research Report

The Federal Highway Administration (FHWA) requires state transportation agencies to submit a biennial report on local highway finances. The purpose of these reports is to provide FHWA with the data it needs to capture the financing of highway activities at the local level. Based on this information, it can identify trends in revenue, expenditures, investments, and program development, and in turn make decisions about future investments. The report, FHWA-536, asks agencies to report on four areas of local highway finance: 1) disposition of highway-user revenues; 2) revenues used for roads and streets identified by source and funding type; 3) road …

Heavy Vehicle Performance During Recovery From Forced-Flow Urban Freeway Conditions Due To Incidents, Work Zones And Recurring Congestion, Alexander Drakopoulos, Yue Liu, Alan Horowitz

Civil and Environmental Engineering Faculty Research and Publications

Information contained in the Highway Capacity Manual on the influence heavy vehicles have on freeway traffic operations has been based on few field data collection efforts and relied mostly on traffic simulation efforts. In the 2010 Manual heavy vehicle impact is evaluated based on “passenger car equivalent” values for buses, recreational vehicles and trucks. These values were calibrated for relatively uncongested freeway conditions (levels of service A through C) since inadequate field data on heavy vehicle behavior under congested conditions were available. A number of field data collection efforts, that were not included in deriving the passenger car equivalent values …

Updating The Kentucky Contract Time Determination System, Timothy R. B. Taylor, Paul M. Goodrum, Michael Brockman, Barry Bishop, Yongwei Shan, Roy E. Sturgill, Kevin Hout

Kentucky Transportation Center Research Report

The Federal Highway Administration requires State Transportation Agencies to have a formal method to estimate contract time for highway construction projects. To meet this requirement many states use an integrated scheduling system to estimate project durations based on assumed productivity rates and generic job logic. The current work investigated the accuracy of two of these systems found that both systems accuracy in predicting the duration of Kentucky Transportation Cabinet projects was greater than +200%. In response to this poor accuracy, a parametric project duration estimating tool was developed based on a multivariate regression analysis of bid item quantities and engineering …

Aircraft Tests Arrive At Numbers Pilots Need For Safe Operations, Nihad E. Daidzic

Aviation Department Publications

No abstract provided.

Workforce Assessment Of The Inland Waterways Industry: A Survey Of Current And Future Training And Personnel Needs, Lenahan O'Connell, Timothy J. Brock

Kentucky Transportation Center Research Report

This report describes the findings of a preliminary review of the workforce needs of the inland waterways industry, which currently confronts a human resources crisis and must recruit more people who can work their way up to the skilled positions on towboats. The looming surge in retirements will present a significant hurdle—especially as its large cohort of baby boom river pilots and captains reach retirement age. The industry will need to recruit, train, and retain competent personnel for a very demanding and important set of jobs. While many people can handle the tasks of a deckhand, only a minority will …

Implementation Of 0.7 In. Diameter Strands In Prestressed Concrete Girders, George Morcous

Nebraska Department of Transportation: Research Reports

No abstract provided.

2012 Portland Metropolitan Region Transportation System Performance Report, Robert L. Bertini, Dean George, Matthew Downey

Civil and Environmental Engineering Faculty Publications and Presentations

Our transportation system is a key ingredient in the economy, quality of life and urban fabric of the Portland metropolitan area. It has been stated in the past that it is not possible to manage our transportation system tomorrow unless we understand how it is performing today. In this spirit, Portland State University has been working with regional and statewide partners to develop new capabilities to measure, monitor and track the performance of the transportation system in real time and using archived data sources. We believe that it is possible to leverage these disparate data sources toward providing better transportation …

Repair Of I-65 Expressway Bridges Using Carbon Fiber Reinforced Polymer (Cfrp) Composites, Ching Chiaw Choo, Abheetha Peiris, Issam E. Harik

Kentucky Transportation Center Research Report

This report documents the repair of five locations along the I-65 Expressway in Jefferson County, KY. The repair involved: (1) the precast prestressed concrete girder spans between Jacob Street and Gray Street, (2) the reinforced concrete bearing pads of Bridge Pier 4 at the intersection of Jefferson Street and Preston Street, (3) the reinforced concrete bearing pads of Bridge Pier 6 near the intersection of Main Street and Hancock Street, (4) the precast prestressed concrete girder spans between Chestnut Street and Gray Street and (5) the reinforced concrete pier column on East Muhammad Ali Blvd.

The precast prestressed concrete girders …

Repair Using Steel Fiber Reinforced Polymer On Us 150 Bridges, Ching Chiaw Choo, Abheetha Peiris, Issam E. Harik

Kentucky Transportation Center Research Report

The report details the pre-construction monitoring, planning and design, and construction of the retrofit measures on the US150 bridge over Beech Fork River in Nelson County, KY and Cartwright Creek bridge on the border of Washington-Nelson County, KY. All reinforced concrete girders of the five-span Beech Fork River bridge and three-span Cartwright Creek bridge of deck-girder construction had developed diagonal cracks near or at the transition of the variable-and-constant depth regions.

To remedy the problem steel fiber reinforced polymer (SFRP) sheets were selected as the means of retrofit due to their strength and stiffness, as well as conformability and flexibility. …

Tools For Applying Constructability Concepts To Project Development (Design), Nikiforos Stamatiadis, Paul Goodrum, Emily Shocklee, Roy Sturgill, Chen Wang

Kentucky Transportation Center Research Report

The purpose of this report is to document the activities of Phases I and II of the research effort and present the findings of the work accomplished. Phase I developed the Constructability Review Database for the Kentucky Transportation Cabinet and Phase II conducted a benefit analysis of the constructability review process. The database provides the basis for entry and collection of constructability reviews and allows for the identification of trends leading to potential improvements of the process. The database can be used to summarize activities, generate reports for a project, and be capable of quantifying the benefits from the process. …

Kentucky's Prism-Based Automated Ramp Screening System Evaluation, Jerry Kissick, David Q. Hunsucker, Andrew Martin, Jennifer Walton, Mark Bell

Kentucky Transportation Center Research Report

In 2010, Kentucky implemented a Performance Registration Information Systems and Management (PRISM) based automated ramp screening system (PARSS) at the Boone County inspection station on southbound I-71. The purpose of the PARSS is to identify and screen every vehicle that enters the Boone County inspection station. The system provides automated screening of trucks based on the license plate number and the USDOT number displayed on the vehicle. If it is determined that the vehicle should be stopped for inspection, that decision is communicated to the truck driver via the existing directional arrows that direct drivers to the static scale for …

2013 Driver Attitudes And Awareness Survey, Kenneth R. Agent, Eric R. Green, Ronald E. Langley

Kentucky Transportation Center Research Report

A basic set of questions was 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. This report documents the results of the 2013 survey with a comparison to the 2011 and 2012 surveys as well as 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, …

Establishing Permanent Vegetation After Highway Construction, John C. Soper, Walter H. Schacht

Nebraska Department of Transportation: Research Reports

No abstract provided.

Midwest Guardrail System With Southern Yellow Pine Posts, Karla A. Lechtenberg, Robert W. Bielenberg, Ronald K. Faller, Dean L. Sicking, David A. Gutierez, John D. Reid

Nebraska Department of Transportation: Research Reports

No abstract provided.

Analysis Of Traffic Crash Data In Kentucky (2008-2012), 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 200 8 through 201 2 . 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 …

Post Weld And Epoxy Anchorage Variations For W-Beam Guardrail Attached To Low-Fill Culverts, Scott K. Rosenbaugh, Ronald K. Faller, Dean L. Sicking, Robert W. Bielenberg, Craig W. Price, John D. Reid

Nebraska Department of Transportation: Research Reports

No abstract provided.

Assessment Of Kentucky’S Road Fund, Bryan Gibson, Dwight V. Denison, Candice Y. Wallace, Christopher Jepsen, Doug Kreis, Joseph D. Crabtree

Kentucky Transportation Center Research Report

Kentucky’s Road Fund serves as the primary source of funds for the state’s roadway system. Motor fuels taxes and motor vehicle usage taxes are the two main components of Road Fund revenues. In recent years, there has been concern about the ability of the Road Fund, as currently constituted, to provide sufficient revenue to meet the funding needs for Kentucky’s transportation system. This study first analyzed the sources of Road Fund revenue, utilizing historical data to provide context for how past revenues have been generated and where those revenues were spent. In addition to examining revenues, the study also examined …

Utilization Of Mobile Lidar To Verify Bridge Clearance Heights On The Western Kentucky Parkway, Brad Rister, Levi Mcintosh, Joe Whelan

Kentucky Transportation Center Research Report

Bridge clearances can vary from lane-to-lane beneath overpasses, and can often be difficult to measure due to high traffic volumes. Therefore, a mobile LiDAR unit was utilized in this project to obtain the bridge clearance heights on the Western Kentucky Parkway. The LiDAR information was collected at 400,000 points-per-second at a driving speed of 30 mph. Hand measurements were also taken on each bridge to assist in quantifying the potential error between field measurements and LiDAR measurements. The results of the collected LiDAR data appear to be less than 1.2 inches, which appears to be in line with both manufactures …

2013 Safety Belt Usage Survey In Kentucky, Kenneth R. Agent, Eric R. Green, Tony Fields

Kentucky Transportation Center Research Report

The objective of the survey summarized in this report was to establish a statewide safety belt usage rate in Kentucky for 2013. This rate can be compared to those determined from previous surveys. The 2013 statewide survey continues to document the increase in usage associated with the change in the law to allow primary enforcement and related evaluation and enforcement.

Evaluation Of Mechanically Stabilized Earth Walls For Bridge Ends In Kentucky; What Next?, Charlie Sun, Clark Graves

Kentucky Transportation Center Research Report

This report summarizes the nationwide survey results on MSE wall abutment status. Many of handy features on MSE Wall Abutment Inspection/Rating In KY web application are highlighted, and various graphical user interfaces of the web application are illustrated and described. The inspection/rating results for fifty-six (56) existing MSE wall abutments are presented and discussed.

Development Of A New Energy-Absorbing Roadside/Median Barrier System With Restorable Elastomer Cartridges, Ronald K. Faller, Dean L. Sicking, Karla A. Lechtenberg, Robert W. Bielenberg, Scott K. Rosenbaugh, James C. Holloway, John D. Reid, Jennifer D. Schmidt

Nebraska Department of Transportation: Research Reports

No abstract provided.

Cable Median Barrier Failure Analysis And Remediation Phase Ii, Cody S. Stolle, Dean L. Sicking, Ronald K. Faller, John D. Reid

Nebraska Department of Transportation: Research Reports

Cable median barrier crashes from a total of 12 states were analyzed. Crash data included scene diagrams, photographs, and field measurements, crash narratives, although the availability of data in each crash varied.

Major contributors to penetration crash propensity were identified: diving underride, in which the front end of the vehicle dropped below the bottom cable; prying, in which the vehicle profile caused cable separation or lifting; override; bouncing override, in which the vehicle rebounded after contact with the back slope and bounced over the top of the barrier; system failure, in which one component failure or design failure prevented the …

Exploring Factors Contributing To Injury Severity At Freeway Merging And Diverging Locations In Ohio, Worku Y. Mergia, Deogratias Eustace, Deo Chimba, Maher Butros Qumsiyeh

Civil and Environmental Engineering and Engineering Mechanics Faculty Publications

Identifying factors that affect crash injury severity and understanding how these factors affect injury severity is critical in planning and implementing highway safety improvement programs. Factors such as driver-related, traffic-related, environment-related and geometric design-related were considered when developing statistical models to predict the effects of these factors on the severity of injuries sustained from motor vehicle crashes at merging and diverging locations. Police-reported crash data at selected freeway merging and diverging areas in the state of Ohio were used for the development of the models. A generalized ordinal logit model also known as partial proportional odds model was applied to …

Evaluation Of Alternative Snowplowable Markers And Snowplowing Procedures, Kenneth R. Agent, Jerry G. Pigman

Kentucky Transportation Center Research Report

The objectives of this study were to investigate viable alternatives to the currently approved snowplowable raised pavement marker and alternative methods and equipment used to snowplow roadways. The study included evaluating any potential durable and effective pavement marker that is not disruptive to snowplowing operations and alternative snowplowing procedures and equipment that do not damage pavement delineation and pavements. Implementation possibilities resulting from the research project include a recessed snowplowable marker and improved/alternative snowplowing procedures and equipment.

The alternative snowplowable markers included in the evaluation were the current steel casting marker and a recessed marker. The evaluations confirmed past research …