Identification of hump highway/rail crossings in Kansas

DOT National Transportation Integrated Search

2003-07-01

Hump crossings or high-profile crossings are a highway/rail intersection (HRI) at which the road surface profile across the rail tracks may pose a risk of a low-clearance vehicle becoming stuck on the tracks. They may also pose a threat to heavy vehi...

49 CFR 234.11 - State highway-rail grade crossing action plans.

Code of Federal Regulations, 2014 CFR

2014-10-01

... 49 Transportation 4 2014-10-01 2014-10-01 false State highway-rail grade crossing action plans..., STATE ACTION PLANS, AND EMERGENCY NOTIFICATION SYSTEMS Reports and Plans § 234.11 State highway-rail grade crossing action plans. (a) Purpose. The purpose of this section is to reduce collisions at highway...

49 CFR 234.11 - State highway-rail grade crossing action plans.

Code of Federal Regulations, 2012 CFR

2012-10-01

... 49 Transportation 4 2012-10-01 2012-10-01 false State highway-rail grade crossing action plans..., STATE ACTION PLANS, AND EMERGENCY NOTIFICATION SYSTEMS Reports and Plans § 234.11 State highway-rail grade crossing action plans. (a) Purpose. The purpose of this section is to reduce collisions at highway...

49 CFR 234.11 - State highway-rail grade crossing action plans.

Code of Federal Regulations, 2013 CFR

2013-10-01

... 49 Transportation 4 2013-10-01 2013-10-01 false State highway-rail grade crossing action plans..., STATE ACTION PLANS, AND EMERGENCY NOTIFICATION SYSTEMS Reports and Plans § 234.11 State highway-rail grade crossing action plans. (a) Purpose. The purpose of this section is to reduce collisions at highway...

Difference in rural and urban driver-injury severities in highway-rail grade crossing accidents.

PubMed

Hao, Wei; Kamga, Camille

2017-06-01

Based on the Federal Railway Administration (FRA) database, there were 25,945 highway-rail crossing accidents in the United States between 2002 and 2011. With an extensive research, analysis results showed that there were substantial differences between rural and urban areas at highway-rail grade crossings. However, there is no published study specific on driver's injury severity at highway-rail grade crossings classified by area types. Using an ordered probit modelling approach, the study explores the determinants of driver-injury severity at rural highway-rail grade crossings compared with urban highway-rail grade crossings. The analysis found that motor vehicle driver's injury level at rural highway-rail grade crossing is extremely higher than urban area. Compared to collisions at urban area, collisions happened at rural area tend to result in more severe injuries. These crashes were more prevalent if vehicle drivers are driving at a high speed or the oncoming trains are high-speed. Moreover, highway-rail grade crossing accidents were more likely to occur at rural area without pavement and lighting.

Pedestrian/bicyclist warning devices and signs at highway-rail and pathway-rail grade crossings.

DOT National Transportation Integrated Search

2013-04-01

Federal reporting shows a relatively constant number of pedestrian and bicycle fatalities at highway-rail and : pathway-rail grade crossings over the past 10 years. This is in contrast to a marked decrease in trainvehicle : collisions at highway-r...

49 CFR 212.231 - Highway-rail grade crossing inspector.

Code of Federal Regulations, 2011 CFR

2011-10-01

... Control Devices; and (6) Knowledge of railroad signal systems sufficient to ensure that highway-rail grade... signal systems. (d) A State signal and train control inspector qualified under this part and who has... independent inspections of all types of highway-rail grade crossing warning systems for the purpose of...

49 CFR 212.231 - Highway-rail grade crossing inspector.

Code of Federal Regulations, 2010 CFR

2010-10-01

... Control Devices; and (6) Knowledge of railroad signal systems sufficient to ensure that highway-rail grade... signal systems. (d) A State signal and train control inspector qualified under this part and who has... independent inspections of all types of highway-rail grade crossing warning systems for the purpose of...

Intelligent transportation systems at highway-rail intersections : a cross-cutting study : improving safety and mobility at highway-rail grade crossings

DOT National Transportation Integrated Search

2001-12-01

In 1997, the ITS Joint Program Office (JPO) at the Federal Highway Administration commissioned a study to identify projects being conducted in the U.S. that used Intelligent Transportation Systems (ITS) at highway-rail grade crossings, including not ...

Rail-highway crossing accident prediction analysis

DOT National Transportation Integrated Search

1987-04-01

This report contains technical results that have been produced in a study : to revise and update the DOT rail-highway crossing resource allocation : procedure. This work has resulted in new accident prediction and severity : formulas, a modified and ...

49 CFR 222.25 - How does this rule affect private highway-rail grade crossings?

Code of Federal Regulations, 2013 CFR

2013-10-01

... 49 Transportation 4 2013-10-01 2013-10-01 false How does this rule affect private highway-rail... HIGHWAY-RAIL GRADE CROSSINGS Use of Locomotive Horns § 222.25 How does this rule affect private highway... highway-rail grade crossings. However, where State law requires the sounding of a locomotive horn at...

49 CFR 222.25 - How does this rule affect private highway-rail grade crossings?

Code of Federal Regulations, 2010 CFR

2010-10-01

... 49 Transportation 4 2010-10-01 2010-10-01 false How does this rule affect private highway-rail... HIGHWAY-RAIL GRADE CROSSINGS Use of Locomotive Horns § 222.25 How does this rule affect private highway... highway-rail grade crossings. However, where State law requires the sounding of a locomotive horn at...

49 CFR 222.25 - How does this rule affect private highway-rail grade crossings?

Code of Federal Regulations, 2012 CFR

2012-10-01

... 49 Transportation 4 2012-10-01 2012-10-01 false How does this rule affect private highway-rail... HIGHWAY-RAIL GRADE CROSSINGS Use of Locomotive Horns § 222.25 How does this rule affect private highway... highway-rail grade crossings. However, where State law requires the sounding of a locomotive horn at...

49 CFR 222.25 - How does this rule affect private highway-rail grade crossings?

Code of Federal Regulations, 2014 CFR

2014-10-01

... 49 Transportation 4 2014-10-01 2014-10-01 false How does this rule affect private highway-rail... HIGHWAY-RAIL GRADE CROSSINGS Use of Locomotive Horns § 222.25 How does this rule affect private highway... highway-rail grade crossings. However, where State law requires the sounding of a locomotive horn at...

49 CFR 222.25 - How does this rule affect private highway-rail grade crossings?

Code of Federal Regulations, 2011 CFR

2011-10-01

... 49 Transportation 4 2011-10-01 2011-10-01 false How does this rule affect private highway-rail... HIGHWAY-RAIL GRADE CROSSINGS Use of Locomotive Horns § 222.25 How does this rule affect private highway... highway-rail grade crossings. However, where State law requires the sounding of a locomotive horn at...

Driver injury severity related to inclement weather at highway-rail grade crossings in the United States.

PubMed

Hao, Wei; Daniel, Janice

2016-01-01

Previous studies on crash modeling at highway-rail grade crossings were aimed at exploring the factors that are likely to increase the crash frequencies at highway-rail grade crossings. In recent years, modeling driver's injury severity at highway-rail grade crossings has received interest. Because there were substantial differences among different weather conditions for driver's injury severity, this study attempts to explore the impact of weather influence on driver injury at highway-rail grade crossing. Utilizing the most recent 10 years (2002-2011) of highway-rail grade crossing accident data, this study applied a mixed logit model to explore the determinants of driver injury severity under different weather conditions at highway-rail grade crossing. Analysis results indicate that drivers' injury severity at highway-rail grade crossings is strongly different for different weather conditions. It was found that the factors significantly impacting driver injury severity at highway-rail grade crossings include motor vehicle speed, train speed, driver's age, gender, area type, lighting condition, highway pavement, traffic volume, and time of day. The findings of this study indicate that crashes are more prevalent if vehicle drivers are driving at high speed or the oncoming trains are high speed. Hence, a reduction in speed limit during inclement weather conditions could be particularly effective in moderating injury severity, allowing more reaction time for last-minute maneuvering and braking in moments before impacts. In addition, inclement weather-related crashes were more likely to occur in open areas and highway-rail grade crossings without pavement and lighting. Paved highway-rail grade crossings with installation of lights could be particularly effective in moderating injury severity.

Pedestrian/bicyclist warning devices and signs at CTA rail-highway grade crossings.

DOT National Transportation Integrated Search

2015-12-14

In the last 10 years, contrary to a decrease in the number of train-vehicle collisions at highway-rail grade crossings, the number of pedestrian and bicycle fatalities at highway-rail grade crossings has increased. The objective of this study was to ...

Study of State Programs for Rail-Highway Grade Crossing Improvements

DOT National Transportation Integrated Search

1978-02-01

In response to a DOT study of rail-highway grade crossing safety in the United States, the Congress passed the Highway Safety Act of 1973 which earmarked funds specifically for grade crossing improvements. Law requires the states to establish program...

Rail-Highway Crossing Warning Device Life Cycle Cost Analysis

DOT National Transportation Integrated Search

1980-09-01

The Highway Safety Acts of 1973 and 1976, and the Surface Transportation Assistance Act of 1978 provide funds to individual states to improve safety at public rail-highway crossings. This report was undertaken in support of a U.S. DOT effort to impro...

A comparative study of rail-pedestrian trespassing crash injury severity between highway-rail grade crossings and non-crossings.

PubMed

Zhang, Meng; Khattak, Asad J; Liu, Jun; Clarke, David

2018-08-01

Rail-trespassing crashes that involve various levels of injuries to pedestrians are under-researched. Rail trespassing could occur at crossings where pedestrians are present at the wrong time and at non-crossings where pedestrians are not legally allowed to be present. This paper presents a comparative study examining rail-trespassing crashes in two contexts: highway-rail grade crossings vs. non-crossings. How pre-crash trespassing behaviors and other factors (e.g., crash time, locations, and socio-demographics) differ between grade crossings and non-crossings are explored. The analysis relies on a ten-year (2006-2015) database of rail-pedestrian trespassing crash records extracted from a Federal Railroad Administration safety database. Of these 7157 rail-pedestrian trespassing crashes, 6236 (87%) occurred at non-crossings, while 921 (13%) occurred at grade crossings. About 60% of the crashes were fatal at both crossings and non-crossings. The most prevalent pre-crash trespassing behavior is running or walking, 63% at grade crossings and 44% at non-crossings. Lying or sleeping account for 29% of non-crossing crashes, whereas they are 3.6% at grade crossings. A unique aspect of the study is that a diverse set of variables based on geographic variations across counties along with crash or injury data are modeled. Considering the data structure and heterogeneity that may exist due to unobserved factors, the multilevel mixed-effect ordered logistic regressions models are estimated. The results show that the correlates of injury severity differ across highway-rail grade crossings and non-crossings. For example, lying or sleeping on or near tracks contributed to higher chances of fatal injury in both contexts, however, they were relatively more injurious at grade crossings. The analytical results can provide guidance on railway safety improvement plans. Copyright © 2018. Published by Elsevier Ltd.

Summary of DOT Rail-Highway Crossing Resource Allocation Procedure - Revised

DOT National Transportation Integrated Search

1987-06-01

The Highway Safety Acts of 1973 and 1976, and the Surface Transportation Assistance Acts of 1978 and 1982 provide funding authorizations to individual states to improve safety at public rail-highway crossings. The installation of active motorist warn...

76 FR 5120 - Highway-Rail Grade Crossing; Safe Clearance

Federal Register 2010, 2011, 2012, 2013, 2014

2011-01-28

... driver from entering onto a highway-rail grade crossing unless there is sufficient space to drive... crossing unless there is sufficient space to drive completely through the grade crossing without stopping... as the ``clear storage distance.'' \\1\\ Chapter 8 guidance material also refers to ``storage space...

Motor vehicle driver injury severity study under various traffic control at highway-rail grade crossings in the United States.

PubMed

Hao, Wei; Daniel, Janice

2014-12-01

Based on the Federal Railway Administration (FRA) database, approximately 62% of the collisions at highway-rail crossings occurred at locations with active controls (gate and flashing lights), followed by passive controls (cross bucks and stop signs) with approximately 28% of accidents. The study applied an ordered probit model to explore the determinants of driver injury severity under various control measures at highway-rail grade crossing in the United States. The analysis found that schedule factor (peak hour), visibility, motor vehicle speed, train speed, driver's age, area type, traffic volume and highway pavement impact driver injury severity at both active and passive highway-rail crossings. For both active and passive control highway-rail grade crossings, speed control for both trains and vehicles will significantly reduce driver injury severity. However, the level of influence by vehicle speed and train speed at passive control is higher compared with active control. Paving highways at highway-rail grade crossings will also help to reduce driver injury severity at highway-rail crossing accidents. Published by Elsevier Ltd.

Integrated prioritization method for active and passive highway-rail crossings.

DOT National Transportation Integrated Search

2013-01-01

This two-year research project developed a prioritization system for highway-rail at-grade crossings that addressed the following major concerns: (1) warrants to identify low-volume, passive crossings with risk factors; (2) a broader priority index t...

Rail-highway crossing accident prediction research results - FY80

DOT National Transportation Integrated Search

1981-01-01

This report presents the results of research performed at the : Transportation Systems Center (TSC) dealing with mathematical : methods of predicting accidents at rail-highway crossings. The : work consists of three parts : Part I - Revised DOT Accid...

Low volume highway-rail grade crossing treatments for the Oregon high speed rail corridor : final report.

DOT National Transportation Integrated Search

1997-04-01

This study defines how to gather information and how to obtain the communication and response necessary for safety at highway-rail crossings. It examines technologies for low-cost, high-safety treatments for low volume (less than 200 ADT) highway cro...

Private highway-rail grade crossing safety research and inquiry

DOT National Transportation Integrated Search

2010-02-01

This report provides a summary of the private highway-rail grade crossing safety inquiry conducted by the United States Department of Transportation Federal Railroad Administration and the Volpe Center. The safety inquiry consisted of a series of pub...

Evaluation of methods for predicting rail-highway crossing hazards.

DOT National Transportation Integrated Search

1986-01-01

The need for improvement at a rail/highway crossing typically is based on the Expected Accident Rate (EAR) in conjunction with other criteria carrying lesser weight. In recent years new models for assessing the need for improvements have been develop...

The effect of age and gender on motor vehicle driver injury severity at highway-rail grade crossings in the United States.

PubMed

Hao, Wei; Kamga, Camille; Daniel, Janice

2015-12-01

Based on the Federal Railway Administration (FRA) database, there were 25,945 highway-rail crossing accidents in the United States between 2002 and 2011. With an extensive database of highway-rail grade crossing accidents in the United States from 2002 to 2011, estimation results showed that there were substantial differences across age/gender groups for driver's injury severity. The study applied an ordered probit model to explore the determinants of driver injury severity for motor vehicle drivers at highway-rail grade crossings. The analysis found that there are important behavioral and physical differences between male and female drivers given a highway-rail grade crossing accident happened. Older drivers have higher fatality probabilities when driving in open space under passive control especially during bad weather condition. Younger male drivers are found to be more likely to have severe injuries at rush hour with high vehicle speed passing unpaved highway-rail grade crossings under passive control. Synthesizing these results led to the conclusion that the primary problem with young is risk-taking and lack of vehicle handling skills. The strength of older drivers lies in their aversion to risk, but physical degradation issues which result in longer reaction/perception times and degradation in vision and hearing often counterbalance this attribute. Copyright © 2015 Elsevier Ltd and National Safety Council. All rights reserved.

49 CFR 222.33 - Can locomotive horns be silenced at an individual public highway-rail grade crossing which is not...

Code of Federal Regulations, 2012 CFR

2012-10-01

... public highway-rail grade crossing which is not within a quiet zone? 222.33 Section 222.33 Transportation... TRANSPORTATION USE OF LOCOMOTIVE HORNS AT PUBLIC HIGHWAY-RAIL GRADE CROSSINGS Exceptions to the Use of the... individual public highway-rail grade crossing which is not within a quiet zone? (a) A railroad operating over...

49 CFR 222.33 - Can locomotive horns be silenced at an individual public highway-rail grade crossing which is not...

Code of Federal Regulations, 2010 CFR

2010-10-01

... public highway-rail grade crossing which is not within a quiet zone? 222.33 Section 222.33 Transportation... TRANSPORTATION USE OF LOCOMOTIVE HORNS AT PUBLIC HIGHWAY-RAIL GRADE CROSSINGS Exceptions to the Use of the... individual public highway-rail grade crossing which is not within a quiet zone? (a) A railroad operating over...

49 CFR 222.33 - Can locomotive horns be silenced at an individual public highway-rail grade crossing which is not...

Code of Federal Regulations, 2014 CFR

2014-10-01

... public highway-rail grade crossing which is not within a quiet zone? 222.33 Section 222.33 Transportation... TRANSPORTATION USE OF LOCOMOTIVE HORNS AT PUBLIC HIGHWAY-RAIL GRADE CROSSINGS Exceptions to the Use of the... individual public highway-rail grade crossing which is not within a quiet zone? (a) A railroad operating over...

49 CFR 222.33 - Can locomotive horns be silenced at an individual public highway-rail grade crossing which is not...

Code of Federal Regulations, 2011 CFR

2011-10-01

... public highway-rail grade crossing which is not within a quiet zone? 222.33 Section 222.33 Transportation... TRANSPORTATION USE OF LOCOMOTIVE HORNS AT PUBLIC HIGHWAY-RAIL GRADE CROSSINGS Exceptions to the Use of the... individual public highway-rail grade crossing which is not within a quiet zone? (a) A railroad operating over...

49 CFR 222.33 - Can locomotive horns be silenced at an individual public highway-rail grade crossing which is not...

Code of Federal Regulations, 2013 CFR

2013-10-01

... public highway-rail grade crossing which is not within a quiet zone? 222.33 Section 222.33 Transportation... TRANSPORTATION USE OF LOCOMOTIVE HORNS AT PUBLIC HIGHWAY-RAIL GRADE CROSSINGS Exceptions to the Use of the... individual public highway-rail grade crossing which is not within a quiet zone? (a) A railroad operating over...

76 FR 55622 - Systems for Telephonic Notification of Unsafe Conditions at Highway-Rail and Pathway Grade Crossings

Federal Register 2010, 2011, 2012, 2013, 2014

2011-09-08

... Highway-Rail and Pathway Grade Crossings AGENCY: Federal Railroad Administration (FRA), Department of... unsafe conditions at highway-rail and pathway grade crossings. FRA is announcing a public hearing to... and pathway grade crossings. See 76 FR 11992-12012 (March 4, 2011). Interested parties are invited to...

49 CFR Appendix G to Part 222 - Excess Risk Estimates for Public Highway-Rail Grade Crossings

Code of Federal Regulations, 2011 CFR

2011-10-01

... 49 Transportation 4 2011-10-01 2011-10-01 false Excess Risk Estimates for Public Highway-Rail Grade Crossings G Appendix G to Part 222 Transportation Other Regulations Relating to Transportation... HIGHWAY-RAIL GRADE CROSSINGS Pt. 222, App. G Appendix G to Part 222—Excess Risk Estimates for Public...

49 CFR Appendix G to Part 222 - Excess Risk Estimates for Public Highway-Rail Grade Crossings

Code of Federal Regulations, 2010 CFR

2010-10-01

... 49 Transportation 4 2010-10-01 2010-10-01 false Excess Risk Estimates for Public Highway-Rail Grade Crossings G Appendix G to Part 222 Transportation Other Regulations Relating to Transportation... HIGHWAY-RAIL GRADE CROSSINGS Pt. 222, App. G Appendix G to Part 222—Excess Risk Estimates for Public...

49 CFR Appendix G to Part 222 - Excess Risk Estimates for Public Highway-Rail Grade Crossings

Code of Federal Regulations, 2012 CFR

2012-10-01

... 49 Transportation 4 2012-10-01 2012-10-01 false Excess Risk Estimates for Public Highway-Rail Grade Crossings G Appendix G to Part 222 Transportation Other Regulations Relating to Transportation... HIGHWAY-RAIL GRADE CROSSINGS Pt. 222, App. G Appendix G to Part 222—Excess Risk Estimates for Public...

49 CFR Appendix G to Part 222 - Excess Risk Estimates for Public Highway-Rail Grade Crossings

Code of Federal Regulations, 2014 CFR

2014-10-01

... 49 Transportation 4 2014-10-01 2014-10-01 false Excess Risk Estimates for Public Highway-Rail Grade Crossings G Appendix G to Part 222 Transportation Other Regulations Relating to Transportation... HIGHWAY-RAIL GRADE CROSSINGS Pt. 222, App. G Appendix G to Part 222—Excess Risk Estimates for Public...

49 CFR Appendix G to Part 222 - Excess Risk Estimates for Public Highway-Rail Grade Crossings

Code of Federal Regulations, 2013 CFR

2013-10-01

... 49 Transportation 4 2013-10-01 2013-10-01 false Excess Risk Estimates for Public Highway-Rail Grade Crossings G Appendix G to Part 222 Transportation Other Regulations Relating to Transportation... HIGHWAY-RAIL GRADE CROSSINGS Pt. 222, App. G Appendix G to Part 222—Excess Risk Estimates for Public...

Use of traffic channelization devices at highway-rail grade crossings

DOT National Transportation Integrated Search

2012-08-31

Traffic channelization devices have found new application at highway-rail grade crossings with active warning devices. Numerous studies conducted at locations where they have been installed show positive changes in unsafe driver behavior as a result ...

An investigation of safety problems at skewed rail-highway grade crossings.

DOT National Transportation Integrated Search

1984-01-01

Skewed rail-highway grade crossings can be a safety problem because of the restrictions which the angle of crossing may place upon a motorist's ability to detect an oncoming train and because of the potential roadway hazard which the use of flangeway...

Improved traffic control measures to prevent incorrect turns at highway-rail grade crossings.

DOT National Transportation Integrated Search

2013-11-01

A number of injuries and fatal collisions have occurred at certain highway-rail grade crossings that are located immediately adjacent to highway intersections, driveways or interstate ramps. Some guide signage, pavement markings, and other traffic co...

Success factors in the reduction of highway-rail grade crossing incidents

DOT National Transportation Integrated Search

2009-11-09

Between the years 1994 and 2007, incidents at highway-rail grade crossings declined by 44.7 percent. The reasons for this decline were unidentified. The U.S. Department of Transportations (USDOT) Research & Innovative Technology Administrations...

Investigation of distracted driving activities at highway-rail grade crossings (HRGC).

DOT National Transportation Integrated Search

2013-12-01

Safety at highway : - : rail grade crossings (HRGCs) is a major concern for various agencies due to the high probability of : severe injuries and fatalities associated with such locations. In the : year 2010, 2,055 crashes and 227 fatalities were rep...

Rail-Highway Crossing Resource Allocation Model

DOT National Transportation Integrated Search

1981-04-01

This report describes a methodology developed at the Transportation Systems Center for the Federal Railroad Administration and the Federal Highway Administration to aid in determining the most effective allocation of funds to improve safety at rail-h...

Summary of the Department of Transportation Rail-Highway Crossing Accident Prediction Formulas and Resource Model

DOT National Transportation Integrated Search

1982-09-01

The Highway Safety Acts of 1973 and 1976, and the Surface Transportation Assistance Act of 1978, provide funding authorizations to individual states to improve safety at public rail-highway crossings. The installation of active motorist warning devic...

Private highway-rail grade crossing safety research and inquiry. Volume 2 : appendices

DOT National Transportation Integrated Search

2010-02-01

This report provides a summary of the private highway-rail grade crossing safety inquiry conducted by the United States Department of Transportation Federal Railroad Administration and the Volpe Center. The safety inquiry consisted of a series of pub...

Railroad-highway grade crossing handbook

DOT National Transportation Integrated Search

2007-08-01

The purpose of this handbook is to provide a single reference document on prevalent and best practices as well as adopted standards relative to highway-rail grade crossings. The handbook provides general information on highway-rail crossings; charact...

Pedestrian/bicyclist warning devices and signs at CTA rail-highway grade crossings.

DOT National Transportation Integrated Search

2015-12-14

The focus of this research was on individuals who utilize legally authorized CTA highway-rail crossings with pedestrian access. While trespassing is a major public safety issue, it is not the focus of this research. : An extensive review of the liter...

USDOT Federal Railroad Administration's third research needs workshop on highway-rail grade crossing safety and trespass prevention : Volume I - summary of results

DOT National Transportation Integrated Search

2010-01-01

On July 14-16, 2009 the John A. Volpe National Transportation Center hosted the United States Department of Transportation (USDOT) Federal Railroad Administration's (FRA) Third Research Needs Workshop on Highway-Rail Grade Crossing Safety and Trespas...

49 CFR 234.303 - Emergency notification systems for telephonic reporting of unsafe conditions at highway-rail and...

Code of Federal Regulations, 2013 CFR

2013-10-01

... reporting of unsafe conditions at highway-rail and pathway grade crossings. 234.303 Section 234.303... at Highway-Rail and Pathway Grade Crossings § 234.303 Emergency notification systems for telephonic reporting of unsafe conditions at highway-rail and pathway grade crossings. (a) Duty of dispatching railroad...

49 CFR 234.303 - Emergency notification systems for telephonic reporting of unsafe conditions at highway-rail and...

Code of Federal Regulations, 2014 CFR

2014-10-01

... reporting of unsafe conditions at highway-rail and pathway grade crossings. 234.303 Section 234.303... at Highway-Rail and Pathway Grade Crossings § 234.303 Emergency notification systems for telephonic reporting of unsafe conditions at highway-rail and pathway grade crossings. (a) Duty of dispatching railroad...

49 CFR 234.303 - Emergency notification systems for telephonic reporting of unsafe conditions at highway-rail and...

Code of Federal Regulations, 2012 CFR

2012-10-01

... reporting of unsafe conditions at highway-rail and pathway grade crossings. 234.303 Section 234.303... at Highway-Rail and Pathway Grade Crossings § 234.303 Emergency notification systems for telephonic reporting of unsafe conditions at highway-rail and pathway grade crossings. (a) Duty of dispatching railroad...

49 CFR 234.306 - Multiple dispatching or maintaining railroads with respect to the same highway-rail or pathway...

Code of Federal Regulations, 2012 CFR

2012-10-01

... respect to the same highway-rail or pathway grade crossing; appointment of responsible railroad. 234.306... Conditions at Highway-Rail and Pathway Grade Crossings § 234.306 Multiple dispatching or maintaining railroads with respect to the same highway-rail or pathway grade crossing; appointment of responsible...

49 CFR 234.306 - Multiple dispatching or maintaining railroads with respect to the same highway-rail or pathway...

Code of Federal Regulations, 2013 CFR

2013-10-01

... respect to the same highway-rail or pathway grade crossing; appointment of responsible railroad. 234.306... Conditions at Highway-Rail and Pathway Grade Crossings § 234.306 Multiple dispatching or maintaining railroads with respect to the same highway-rail or pathway grade crossing; appointment of responsible...

49 CFR 234.306 - Multiple dispatching or maintaining railroads with respect to the same highway-rail or pathway...

Code of Federal Regulations, 2014 CFR

2014-10-01

... respect to the same highway-rail or pathway grade crossing; appointment of responsible railroad. 234.306... Conditions at Highway-Rail and Pathway Grade Crossings § 234.306 Multiple dispatching or maintaining railroads with respect to the same highway-rail or pathway grade crossing; appointment of responsible...

A Model (Formula) for Deriving A Hazard Index of Rail-Highway Grade Crossings.

ERIC Educational Resources Information Center

Coburn, James Minton

The purpose of this research was to compile data for use as related information in the education of drivers, and to derive a formula for computing a hazard index for rail-highway intersections. Data for the study were compiled from: (1) all crossings on which field data were collected, (2) reports of 642 accidents, and (3) data collected from…

Effectiveness of Flashing Lights and Flashing Lights with Gates in Reducing Accident Frequency at Public Rail-Highway Crossings, 1975-1978

DOT National Transportation Integrated Search

1980-04-01

The Highway Safety Acts of 1973 and 1976, and the Surface Transportation Assistance Act of 1978, provide funds to individual states to improve safety at public rail-highway crossings. The report was undertaken in support of a U.S. DOT effort to devel...

An adaptive corridor-wide signal timing optimization methodology for traffic network with multiple highway-rail grade crossings.

DOT National Transportation Integrated Search

2016-06-01

Highway-rail grade crossings (HRGCs) and the intersections in their proximity are areas where potential problems in terms of safety and efficiency often arise if only simple or outdated treatments, such as normal signal timing or passive railroad war...

77 FR 64077 - National Highway-Rail Crossing Inventory Reporting Requirements

Federal Register 2010, 2011, 2012, 2013, 2014

2012-10-18

... about warning devices and signage, for each previously unreported and new public and private highway..., including current information about warning devices and signage, related to new and previously unreported... devices and signage * * * concerning each previously unreported crossing through which it operates or with...

49 CFR 234.305 - Remedial actions in response to reports of unsafe conditions at highway-rail and pathway grade...

Code of Federal Regulations, 2012 CFR

2012-10-01

... conditions at highway-rail and pathway grade crossings. 234.305 Section 234.305 Transportation Other... Pathway Grade Crossings § 234.305 Remedial actions in response to reports of unsafe conditions at highway-rail and pathway grade crossings. (a) General rule on response to credible report of warning system...

49 CFR 234.305 - Remedial actions in response to reports of unsafe conditions at highway-rail and pathway grade...

Code of Federal Regulations, 2014 CFR

2014-10-01

... conditions at highway-rail and pathway grade crossings. 234.305 Section 234.305 Transportation Other... Pathway Grade Crossings § 234.305 Remedial actions in response to reports of unsafe conditions at highway-rail and pathway grade crossings. (a) General rule on response to credible report of warning system...

49 CFR 234.305 - Remedial actions in response to reports of unsafe conditions at highway-rail and pathway grade...

Code of Federal Regulations, 2013 CFR

2013-10-01

... conditions at highway-rail and pathway grade crossings. 234.305 Section 234.305 Transportation Other... Pathway Grade Crossings § 234.305 Remedial actions in response to reports of unsafe conditions at highway-rail and pathway grade crossings. (a) General rule on response to credible report of warning system...

USDOT Federal Railroad Administration's third research needs workshop on highway-rail grade crossing safety and trespass prevention : Volume 2 : appendices

DOT National Transportation Integrated Search

2010-01-01

On July 14-16, 2009 the Volpe Center hosted the United States Department of Transportation (US DOT) Federal Railroad Administrations (FRA) Third Research Needs Workshop on Highway-Rail Grade Crossing Safety and Trespass Prevention (workshop). The ...

ITS technology at highway-rail intersections : putting it to the test : proceedings from the ITS Joint Program Office Highway-Rail Intersection Evaluation Workshop May 6 & 7, 1999

DOT National Transportation Integrated Search

2000-01-19

This document serves as the proceedings form an evaluation workshop that focused on Intelligent Transportation Systems (ITS) applications at highway and rail crossings. Reports delivered contain information from seven U.S. sites where ITS technologie...

Highway-rail intersection GPS-based in-vehicle warning systems - literature review and recommendations.

DOT National Transportation Integrated Search

2012-12-31

In 2008, there were 2,395 incidents at highway-rail intersections (level crossings) in the United States, resulting in 939 injuries and 287 fatalities. Crossing elimination, grade separation, and the implementation of traditional warning devices are ...

Implementation of a rail crossing condition index: A) rideability assessment and B) hump crossing evaluation.

DOT National Transportation Integrated Search

2016-07-05

Annually, over 2000 rail highway crossing crashes in the U.S. result in nearly 300 fatalities. Crossing : roughness is a concern for the motoring public from a comfort and vehicle maintenance perspective, : and to highway authorities from a maintenan...

Highway-rail grade crossing surface material performance.

DOT National Transportation Integrated Search

2014-04-01

Highway-Railroad grade crossings are an integral part of the transportation system, allowing the : two modes to operate in the same areas. Performance of the surface material at grade : crossings has been an ongoing issue. This study reviewed the lit...

Effects of driver attention on rail crossing safety and : The effects of auditory warnings and driver distraction on rail crossing safety.

DOT National Transportation Integrated Search

2016-05-05

Train-vehicle/train collisions at highway-rail grade crossings (crossings) continue to be a major issue in the US and around the world. Although the United States has made great strides in improving safety at crossings since the 1970s, vehicle-train ...

49 CFR 1090.2 - Exemption of rail and highway TOFC/COFC service.

Code of Federal Regulations, 2012 CFR

2012-10-01

... 49 Transportation 8 2012-10-01 2012-10-01 false Exemption of rail and highway TOFC/COFC service... IN THE INTERMODAL MOVEMENT OF CONTAINERIZED FREIGHT § 1090.2 Exemption of rail and highway TOFC/COFC... and highway TOFC/COFC service provided by a rail carrier either itself or jointly with a motor carrier...

49 CFR 1090.2 - Exemption of rail and highway TOFC/COFC service.

Code of Federal Regulations, 2011 CFR

2011-10-01

... 49 Transportation 8 2011-10-01 2011-10-01 false Exemption of rail and highway TOFC/COFC service... IN THE INTERMODAL MOVEMENT OF CONTAINERIZED FREIGHT § 1090.2 Exemption of rail and highway TOFC/COFC... and highway TOFC/COFC service provided by a rail carrier either itself or jointly with a motor carrier...

49 CFR 1090.2 - Exemption of rail and highway TOFC/COFC service.

Code of Federal Regulations, 2010 CFR

2010-10-01

... 49 Transportation 8 2010-10-01 2010-10-01 false Exemption of rail and highway TOFC/COFC service... IN THE INTERMODAL MOVEMENT OF CONTAINERIZED FREIGHT § 1090.2 Exemption of rail and highway TOFC/COFC... and highway TOFC/COFC service provided by a rail carrier either itself or jointly with a motor carrier...

49 CFR 1090.2 - Exemption of rail and highway TOFC/COFC service.

Code of Federal Regulations, 2014 CFR

2014-10-01

... 49 Transportation 8 2014-10-01 2014-10-01 false Exemption of rail and highway TOFC/COFC service... IN THE INTERMODAL MOVEMENT OF CONTAINERIZED FREIGHT § 1090.2 Exemption of rail and highway TOFC/COFC... and highway TOFC/COFC service provided by a rail carrier either itself or jointly with a motor carrier...

49 CFR 1090.2 - Exemption of rail and highway TOFC/COFC service.

Code of Federal Regulations, 2013 CFR

2013-10-01

... 49 Transportation 8 2013-10-01 2013-10-01 false Exemption of rail and highway TOFC/COFC service... IN THE INTERMODAL MOVEMENT OF CONTAINERIZED FREIGHT § 1090.2 Exemption of rail and highway TOFC/COFC... and highway TOFC/COFC service provided by a rail carrier either itself or jointly with a motor carrier...

Sensitivity analyses of stopping distance for connected vehicles at active highway-rail grade crossings.

PubMed

Hsu, Chung-Jen; Jones, Elizabeth G

2017-02-01

This paper performs sensitivity analyses of stopping distance for connected vehicles (CVs) at active highway-rail grade crossings (HRGCs). Stopping distance is the major safety factor at active HRGCs. A sensitivity analysis is performed for each variable in the function of stopping distance. The formulation of stopping distance treats each variable as a probability density function for implementing Monte Carlo simulations. The result of the sensitivity analysis shows that the initial speed is the most sensitive factor to stopping distances of CVs and non-CVs. The safety of CVs can be further improved by the early provision of onboard train information and warnings to reduce the initial speeds. Copyright © 2016 Elsevier Ltd. All rights reserved.

Applying Safety Treatments to Rail-Highway At-grade Crossings

DOT National Transportation Integrated Search

2012-05-23

The best solution to rail crossing crashes is to remove the need for the driver to engage in a potentially faulty decision-making process by : making it impossible, or at least very difficult, for the driver to bypass lowered gates. Two methods, medi...

Highway rail crossing prioritization.

DOT National Transportation Integrated Search

2015-03-01

Research team members at the University of Kentucky in the Department of Civil Engineering and the : Kentucky Transportation Center (KTC) worked with the Kentucky Transportation Cabinet (KYTC) to develop : a high-level mechanism for ranking highway-r...

78 FR 33146 - Importance of Clear Safety Procedures for Temporary Removal From Service of Highway-Rail Grade...

Federal Register 2010, 2011, 2012, 2013, 2014

2013-06-03

... Systems and Wayside Signal Systems AGENCY: Federal Railroad Administration (FRA), Department of... traveling public and railroad employees when highway- rail grade crossing warning systems and wayside signal systems are temporarily removed from service for purposes of testing, inspection, maintenance, or repair...

Two-rail steel-backed timber guardrail system : Crown Point Highway, Multnomah County, Oregon : final report.

DOT National Transportation Integrated Search

1995-02-01

In 1920, to provide for the safety of drivers on the Columbia River Highway, two-rail timber guardrail were installed. Subsequently, the two-rail timber guardrail were replaced by more modern guardrail. Recently, the Historic Columbia River Highway A...

Summary Statistics of the National Railroad-Highway Crossing Inventory for Public At-Grade Crossings

DOT National Transportation Integrated Search

1977-09-01

In response to the Federal Railroad Safety Act of 1970, a joint government/industry effort to compile a national inventory of railroad-highway crossings was initiated in 1972 and completed in 1976. The inventory contains data on the physical and oper...

Highway-rail intersection crash taxonomy for connected vehicle safety research

DOT National Transportation Integrated Search

2015-05-01

This report characterizes the frequency, severity, and costs of highway-rail intersection (HRI) collisions, and the estimated potential reductions in these metrics resulting from the implementation of Connected Vehicle HRI safety applications. Multip...

Factors associated with self-reported inattentive driving at highway-rail grade crossings.

PubMed

Zhao, Shanshan; Khattak, Aemal J

2017-12-01

This research identified factors associated with inattentive driving at Highway-Rail Grade Crossings (HRGCs) by investigating drivers' self-reported inattentive driving experiences and factors pertaining to their socioeconomic, personality, attitudinal, and other characteristics. A random selection of 2500 households in Nebraska received a survey questionnaire designed for licensed motor vehicle drivers; respondents returned 980 questionnaires. Factor analysis identified latent variables evaluating drivers' patience and inclination to wait for trains, attitudes toward new technology, law enforcement or education regarding HRGC safety, and the propensity to commit serious traffic violations at HRGCs. The investigation utilized a structural equation model for analysis. This model indicated that drivers with a higher risk of inattentive driving at HRGCs were: female, younger in age, from households with higher incomes, with shorter tenure (in years) in their current city of residence, more frequently used HRGCs, received less information on safety at HRGCs, had less patience to wait for trains to pass and had less interest in safety improvement technology, law enforcement or safety education at HRGCs. These research findings provide useful information for future research and to policy makers for improving public safety. Additionally, the results are useful for safety educational program providers for targeted program delivery to drivers that are more vulnerable to distracted driving at HRGCs. Copyright © 2017 Elsevier Ltd. All rights reserved.

Research notes : two-rail steel-backed timber guardrail : Crown Point Highway , Multnomah Country , Oregon.

DOT National Transportation Integrated Search

1995-05-01

The Oregon Department of Transportation (ODOT) installed a two-rail steel-backed timber guardrail along a section of the Historic Columbia River Highway, formerly known as the Crown Point Highway, in March 1992 as an experimental features project. Th...

Preliminary national rail plan.

DOT National Transportation Integrated Search

2009-10-15

The Passenger Rail Investment and Improvement Act of 2008 (PRIIA) directed the Administrator of the Federal Railroad Administration (FRA) to develop a Preliminary National Rail Plan (PNRP or Preliminary Plan) to address the rail needs of the Nation. ...

Evaluation of IdaShield sign safety benefits at highway-rail crossing in Idaho.

DOT National Transportation Integrated Search

2014-11-01

This report describes findings from a study aimed at assessing the safety impact of IdaShield signs installed at 1,341 highway : railroad crossings in Idaho. Specifically, our research assessed the markers effectiveness using three measures: : ...

Intercity passenger rail : the congress faces critical decisions about the role of and funding for intercity passenger rail systems

DOT National Transportation Integrated Search

2001-07-25

With the growth in the nation's highway and aviation systems in the : previous decades, intercity passenger rail service lost its competitive edge. Highways have enabled cars to be competitive with conventional passenger trains (those operating up to...

What are the differences in driver injury outcomes at highway-rail grade crossings? Untangling the role of pre-crash behaviors.

PubMed

Liu, Jun; Khattak, Asad J; Richards, Stephen H; Nambisan, Shashi

2015-12-01

Crashes at highway-rail grade crossings can result in severe injuries and fatalities to vehicle occupants. Using a crash database from the Federal Railroad Administration (N=15,639 for 2004-2013), this study explores differences in safety outcomes from crashes between passive controls (Crossbucks and STOP signs) and active controls (flashing lights, gates, audible warnings and highway signals). To address missing data, an imputation model is developed, creating a complete dataset for estimation. Path analysis is used to quantify the direct and indirect associations of passive and active controls with pre-crash behaviors and crash outcomes in terms of injury severity. The framework untangles direct and indirect associations of controls by estimating two models, one for pre-crash driving behaviors (e.g., driving around active controls), and another model for injury severity. The results show that while the presence of gates is not directly associated with injury severity, the indirect effect through stopping behavior is statistically significant (95% confidence level) and substantial. Drivers are more likely to stop at gates that also have flashing lights and audible warnings, and stopping at gates is associated with lower injury severity. This indirect association lowers the chances of injury by 16%, compared with crashes at crossings without gates. Similar relationships between other controls and injury severity are explored. Generally, crashes occurring at active controls are less severe than crashes at passive controls. The results of study can be used to modify Crash Modification Factors (CMFs) to account for crash injury severity. The study contributes to enhancing the understanding of safety by incorporating pre-crash behaviors in a broader framework that quantifies correlates of crash injury severity at active and passive crossings. Copyright © 2015 Elsevier Ltd. All rights reserved.

Safety improvements at highway-railroad crossing for pedestrians and bicyclists and the assessment of long-term effects of centerline curbing.

DOT National Transportation Integrated Search

2012-06-01

The focus of the research reported herein was on assessing the long-term effectiveness of median barriers at highway-rail : grade crossings (HRGCs), the impacts of barrier maintenance in resurrecting safety, and on exploring and assessing ways : to i...

Gate-violation behavior at highway-rail grade crossings and the consequences: Using geo-Spatial modeling integrated with path analysis.

PubMed

Liu, Jun; Khattak, Asad J

2017-12-01

Drivers undertaking risky behaviors at highway-rail grade crossings are often severely injured in collisions with trains. Among these behaviors, gate-violation (referring to driving around or through the gates that were activated and lowered by an approaching train) seems to be one of the most dangerous actions a driver might take at a gated crossing; it may compromise the intended safety improvement made by adding gates at crossings. This study develops a nuanced conceptual framework that uses path analysis to explore the contributing factors to gate-violation behaviors and the correlation between gate-violation behaviors and the crash consequence - the driver injury severity. Further, using geo-spatial modeling techniques, this study explores whether the correlates of gate-violation behaviors and their associations with injury severity are stationary across diverse geographic contexts of the United States. Geo-spatial modeling shows that the correlates of gate-violation and its associations with injury severity vary substantially across the United States. Spatial variations in correlates of gate-violation and injury severity are mapped by estimating geographically weighted regressions; the maps can serve as an instrument for screening safety improvements and help identify regions that need safety improvements. For example, the results show that two-quadrant gates are more likely to have gate-violation crashes than four-quadrant gates in Iowa, Illinois, Wisconsin and Minnesota. These states may need to receive more attentions on the enforcement of inhibiting gate-violation at crossings with two-quadrant gates or have the priority over other states to upgrade these crossings to four-quadrant gates if financially feasible. Copyright © 2017. Published by Elsevier Ltd.

Summary Statistics of the National Railroad - Highway Crossing Inventory for Public At-Grade Crossings. Second Edition : Inventory Status as of May 78

DOT National Transportation Integrated Search

1978-09-01

In response to the Federal Railroad Safety Act of 1970, a joint government/industry effort to compile a national inventory of railroad-highway crossings was initiated in 1972 and completed in 1976. The inventory contains data on the physical and oper...

Stream channel responses and soil loss at off-highway vehicle stream crossings in the Ouachita National Forest

Treesearch

Daniel A. Marion; Jonathan D. Phillips; Chad Yocum; Stephanie H. Mehlhope

2014-01-01

This study investigates the geomorphic effects of ford-type stream crossings in an off-highway vehicle (OHV) trail complex in the Ouachita National Forest, Arkansas. At a total of 15 crossing sites, we used a disturbed vs. undisturbed study design to assess soil truncation and an upstream vs. downstream design to assess in-channel effects. The 15 sites ranged from OHV...

Prototype Rail Crossing Violation Warning Application Project Report.

DOT National Transportation Integrated Search

2017-09-05

This report is the Project Report for the Rail Crossing Violation Warning (RCVW) safety application developed for the project on Rail Crossing Violation Warning Application and Infrastructure Connection, providing a means for equipped connected vehic...

Our nation's highways 2010

DOT National Transportation Integrated Search

2010-01-01

With over 4 million miles of public roads, including more than 163,000 miles of the National Highway System roadways, our nation is connected coasts to coasts and communities to communities. The 2010 edition of Our Nations Highways includes update...

Recording devices for interconnected grade crossing and intersection signal systems : an informational report.

DOT National Transportation Integrated Search

2012-10-01

Over 15 years ago, the National Transportation Safety Board (NTSB) issued 29 recommendations : to improve safety at active controlled highway-rail grade crossings following the school buscommuter : train collision in Fox River Grove, Illinois. The ob...

National highway user survey

DOT National Transportation Integrated Search

1996-01-01

The National Quality Initiative Steering Committee commissioned a survey, funded by the Federal Highway Administration, to determine the general public's satisfaction with the nation's highway system and to identify the public's priorities for highwa...

Private Sector Involvement in Urban Transportation: Case Studies

DOT National Transportation Integrated Search

1984-07-01

This report describes the development of formulas which predict the severity of accidents at public rail-highway crossings. They employ the previously developed DOT accident prediction formula, U.S. DOT-AAR National Rail-Highway Crossing Inventory, a...

78 FR 58915 - Highway-Rail Grade Crossing; Safe Clearance

Federal Register 2010, 2011, 2012, 2013, 2014

2013-09-25

... gross vehicle weight of at least 10,001 pounds, whichever is greater; is designed or used to transport more than 8 passengers (including the driver) for compensation; is designed or used to transport more...; (2) installation, replacement, and other improvements of highway signage and pavement markings or...

The Full Cost of Intercity Transportation: A Comparison of High Speed Rail, Air, and Highway Transportation in California

DOT National Transportation Integrated Search

1996-06-01

This study evaluated the full cost of three modes of intercity transportation: air, highway, and high speed rail. The evaluation is done within the context of the California Corridor, connecting the Los Angeles Basin and the San Francisco Bay Area. T...

Summary of highway/rail intersection research at the Texas A and M University ITS Research Center of Excellence

DOT National Transportation Integrated Search

1999-04-01

The highway/rail intersection has been a research initiative under the transportation management focus area of the Texas A&M ITS Research Center of Excellence. This initiative was the result of many years of research at the Texas Transportation Insti...

Development of Revised Grade Crossing Hazard Index Model

DOT National Transportation Integrated Search

2017-07-01

The Nevada Department of Transportation (NDOT) plays a key role in addressing highway-rail grade crossing safety issues by allocating federal funding through the Railway-Highway Crossing (Section 1030) Program. This Program requires each state to sel...

23 CFR 470.113 - National Highway System procedures.

Code of Federal Regulations, 2011 CFR

2011-04-01

... 23 Highways 1 2011-04-01 2011-04-01 false National Highway System procedures. 470.113 Section 470.113 Highways FEDERAL HIGHWAY ADMINISTRATION, DEPARTMENT OF TRANSPORTATION PLANNING AND RESEARCH HIGHWAY SYSTEMS Federal-aid Highway Systems § 470.113 National Highway System procedures. (a) Proposals...

23 CFR 470.113 - National Highway System procedures.

Code of Federal Regulations, 2013 CFR

2013-04-01

... 23 Highways 1 2013-04-01 2013-04-01 false National Highway System procedures. 470.113 Section 470.113 Highways FEDERAL HIGHWAY ADMINISTRATION, DEPARTMENT OF TRANSPORTATION PLANNING AND RESEARCH HIGHWAY SYSTEMS Federal-aid Highway Systems § 470.113 National Highway System procedures. (a) Proposals...

23 CFR 470.113 - National Highway System procedures.

Code of Federal Regulations, 2012 CFR

2012-04-01

... 23 Highways 1 2012-04-01 2012-04-01 false National Highway System procedures. 470.113 Section 470.113 Highways FEDERAL HIGHWAY ADMINISTRATION, DEPARTMENT OF TRANSPORTATION PLANNING AND RESEARCH HIGHWAY SYSTEMS Federal-aid Highway Systems § 470.113 National Highway System procedures. (a) Proposals...

23 CFR 470.113 - National Highway System procedures.

Code of Federal Regulations, 2014 CFR

2014-04-01

... 23 Highways 1 2014-04-01 2014-04-01 false National Highway System procedures. 470.113 Section 470.113 Highways FEDERAL HIGHWAY ADMINISTRATION, DEPARTMENT OF TRANSPORTATION PLANNING AND RESEARCH HIGHWAY SYSTEMS Federal-aid Highway Systems § 470.113 National Highway System procedures. (a) Proposals...

23 CFR 470.113 - National Highway System procedures.

Code of Federal Regulations, 2010 CFR

2010-04-01

... 23 Highways 1 2010-04-01 2010-04-01 false National Highway System procedures. 470.113 Section 470.113 Highways FEDERAL HIGHWAY ADMINISTRATION, DEPARTMENT OF TRANSPORTATION PLANNING AND RESEARCH HIGHWAY SYSTEMS Federal-aid Highway Systems § 470.113 National Highway System procedures. (a) Proposals...

Our nation's highways 2000

DOT National Transportation Integrated Search

2002-04-29

The information in this publication provides a condensed overview of facts and figures about the Nation's Highways. This publication is designed to be of interest to the average citizen. The Federal Highway Administration (FHWA) is the source of the ...

49 CFR 195.256 - Crossing of railroads and highways.

Code of Federal Regulations, 2010 CFR

2010-10-01

... 49 Transportation 3 2010-10-01 2010-10-01 false Crossing of railroads and highways. 195.256... TRANSPORTATION OF HAZARDOUS LIQUIDS BY PIPELINE Construction § 195.256 Crossing of railroads and highways. The pipe at each railroad or highway crossing must be installed so as to adequately withstand the dynamic...

49 CFR 195.256 - Crossing of railroads and highways.

Code of Federal Regulations, 2012 CFR

2012-10-01

... 49 Transportation 3 2012-10-01 2012-10-01 false Crossing of railroads and highways. 195.256... TRANSPORTATION OF HAZARDOUS LIQUIDS BY PIPELINE Construction § 195.256 Crossing of railroads and highways. The pipe at each railroad or highway crossing must be installed so as to adequately withstand the dynamic...

49 CFR 195.256 - Crossing of railroads and highways.

Code of Federal Regulations, 2011 CFR

2011-10-01

... 49 Transportation 3 2011-10-01 2011-10-01 false Crossing of railroads and highways. 195.256... TRANSPORTATION OF HAZARDOUS LIQUIDS BY PIPELINE Construction § 195.256 Crossing of railroads and highways. The pipe at each railroad or highway crossing must be installed so as to adequately withstand the dynamic...

49 CFR 195.256 - Crossing of railroads and highways.

Code of Federal Regulations, 2014 CFR

2014-10-01

... 49 Transportation 3 2014-10-01 2014-10-01 false Crossing of railroads and highways. 195.256... TRANSPORTATION OF HAZARDOUS LIQUIDS BY PIPELINE Construction § 195.256 Crossing of railroads and highways. The pipe at each railroad or highway crossing must be installed so as to adequately withstand the dynamic...

49 CFR 195.256 - Crossing of railroads and highways.

Code of Federal Regulations, 2013 CFR

2013-10-01

... 49 Transportation 3 2013-10-01 2013-10-01 false Crossing of railroads and highways. 195.256... TRANSPORTATION OF HAZARDOUS LIQUIDS BY PIPELINE Construction § 195.256 Crossing of railroads and highways. The pipe at each railroad or highway crossing must be installed so as to adequately withstand the dynamic...

National University Rail Transportation Center : Tier 1 : final report.

DOT National Transportation Integrated Search

2016-10-17

This project was a collaborative effort between Michigan Techs Rail Transportation Program (RTP), a member of the National University Rail Center (NURail) and the Michigan Dept of Transportation (MDOT), Office of Rail to advance rail transportatio...

Highway corridor responsibility

Treesearch

Bonnie L. Harper-Lore

1998-01-01

As highways cross the nation they provide safe travel for the vacationers, commuters, truckers, the military, farmers, congressmen, our families, and friends. Highway corridors provide safe passage for many plant invaders as well. Highway vegetation managers manage millions of acres of rights-of-way that cross your land. It is imperative that we understand each other...

Railway/highway at-grade crossing management : an overview.

DOT National Transportation Integrated Search

2014-12-01

This report draws on data from around the United States to describe the features of a successful : railway/highway at-grade crossing management program; it emphasizes the highway/trackbed structures : and crossing surfaces. Developing a structurally ...

The impact of texting on driver behaviour at rail level crossings.

PubMed

Young, Kristie L; Lenné, Michael G; Salmon, Paul M; Stanton, Neville A

2018-05-21

A driver text messaging in the vicinity of a rail level crossing represents the merging of a high-risk, high-workload driving environment with a highly distracting secondary task. In this simulator study, we examined how texting impacts driver behaviour on approach to actively controlled urban rail level crossings. Twenty-eight participants drove a series of simulated urban routes containing rail level crossings, while sending text messages and while driving without performing a secondary task. At half of the crossings, drivers were required to respond to the crossing warnings as a train approached. Results revealed that texting on approach to rail level crossings had a detrimental impact on a range of driver behaviour measures. Specifically, texting more than doubled the amount of time spent with eyes off the forward roadway, resulting in drivers spending more than half of their approach time to rail level crossings looking away from the road. This lack of visual attention to the roadway was associated with a range of decrements in driving that may be indicative of a loss of situation awareness, including increased brake reaction time to the crossing warnings and a reduction in lateral position control. The findings have safety implications, not only for urban level crossings, but also for passive level crossings where no warnings are present to re-orient the distracted driver's attention toward an approaching train. Copyright © 2018 Elsevier Ltd. All rights reserved.

Development of a TL-3 deep beam tubular backup bridge rail.

DOT National Transportation Integrated Search

2010-12-01

The objective of this study is to investigate the performance of the Ohio Department of Transportation (ODOT) Deep Beam bridge rail system per the National Cooperative Highway Research Program (NCHRP) Report 350 TL-3. Analytical study, computer simul...

Driver reaction at railroad crossings.

DOT National Transportation Integrated Search

2012-08-01

The Alabama Department of Transportation desires to make highway/rail crossings in Alabama as safe as practicable. Accordingly, it initiated Federal Aid Project HPPF-AL49(900) to determine whether DOT crossing number 728478C where US 231 crosses the ...

48. Photographer unknown February 1925 MENDOCINO COUNTY, SECTION K, HIGHWAY ...

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

48. Photographer unknown February 1925 MENDOCINO COUNTY, SECTION K, HIGHWAY 1. 1-MEN-1-K #39, LOG GUARD RAIL, 2-25. - Redwood National & State Parks Roads, California coast from Crescent City to Trinidad, Crescent City, Del Norte County, CA

Highway-rail intersection user service

DOT National Transportation Integrated Search

1996-02-26

As a result of the Federal Register announcement at the end of 1994 which sought a : broad review of the third draft of the NPP, Mr. Hoy Richards prepared a responsive : statement to the Federal Highway Administration's Intelligent Vehicle-Highway Sy...

Rail-highway crossing hazard prediction : research results

DOT National Transportation Integrated Search

1979-12-01

This document presents techniques for constructing and evaluating railroad grade : crossing hazard indexes. Hazard indexes are objective formulas for comparing or ranking : crossings according to relative hazard or for calculating absolute hazard (co...

Safety of Highway-Railroad Grade Crossings : Research Needs Workshop. Volume 2. Appendices.

DOT National Transportation Integrated Search

1996-01-01

The John A. Volpe National Transportation Systems Center hosted and conducted the Highway-Railroad Grade Crossing Safety Research Needs Workshop on April 10 - 13, 1995. Seventy-five delegates participated in the workshop and identified ninety-two (92...

Making truck-rail intermodal more competitive.

DOT National Transportation Integrated Search

2010-09-01

Truck-rail intermodal freight is a technique that can gain much of the benefit of truck service and rail efficiency. Despite the attraction of the mode : choice and its benefit in reducing emissions and highway congestion, the mode typically is used ...

49 CFR 384.223 - Railroad-highway grade crossing violation.

Code of Federal Regulations, 2010 CFR

2010-10-01

... 49 Transportation 5 2010-10-01 2010-10-01 false Railroad-highway grade crossing violation. 384.223 Section 384.223 Transportation Other Regulations Relating to Transportation (Continued) FEDERAL MOTOR... § 384.223 Railroad-highway grade crossing violation. The State must have and enforce laws and/or...

49 CFR 384.223 - Railroad-highway grade crossing violation.

Code of Federal Regulations, 2011 CFR

2011-10-01

... 49 Transportation 5 2011-10-01 2011-10-01 false Railroad-highway grade crossing violation. 384.223 Section 384.223 Transportation Other Regulations Relating to Transportation (Continued) FEDERAL MOTOR... § 384.223 Railroad-highway grade crossing violation. The State must have and enforce laws and/or...

49 CFR 384.223 - Railroad-highway grade crossing violation.

Code of Federal Regulations, 2014 CFR

2014-10-01

... 49 Transportation 5 2014-10-01 2014-10-01 false Railroad-highway grade crossing violation. 384.223 Section 384.223 Transportation Other Regulations Relating to Transportation (Continued) FEDERAL MOTOR... § 384.223 Railroad-highway grade crossing violation. The State must have and enforce laws and/or...

49 CFR 384.223 - Railroad-highway grade crossing violation.

Code of Federal Regulations, 2012 CFR

2012-10-01

... 49 Transportation 5 2012-10-01 2012-10-01 false Railroad-highway grade crossing violation. 384.223 Section 384.223 Transportation Other Regulations Relating to Transportation (Continued) FEDERAL MOTOR... § 384.223 Railroad-highway grade crossing violation. The State must have and enforce laws and/or...

49 CFR 384.223 - Railroad-highway grade crossing violation.

Code of Federal Regulations, 2013 CFR

2013-10-01

... 49 Transportation 5 2013-10-01 2013-10-01 false Railroad-highway grade crossing violation. 384.223 Section 384.223 Transportation Other Regulations Relating to Transportation (Continued) FEDERAL MOTOR... § 384.223 Railroad-highway grade crossing violation. The State must have and enforce laws and/or...

75 FR 17203 - National Rail Plan

Federal Register 2010, 2011, 2012, 2013, 2014

2010-04-05

..., such as roles and responsibilities, including national leadership as well as those of State, and local... considering implementation of high-speed rail and technological advances such as positive train control and...

Our nation's highways : selected facts and figures, 1998

DOT National Transportation Integrated Search

1998-01-01

The information in this publication provides a condensed overview of facts and figures about our Nation's highways. Unless otherwise states, 1996 data has been used. The table of contents includes the following: Our Nation's Highways; Air Quality; Th...

76 FR 8400 - National Highway Traffic Safety Administration

Federal Register 2010, 2011, 2012, 2013, 2014

2011-02-14

... DEPARTMENT OF TRANSPORTATION National Highway Traffic Safety Administration Petition for Exemption From the Vehicle Theft Prevention Standard; Mitsubishi Motors AGENCY: National Highway Traffic Safety Administration (NHTSA) Department of Transportation (DOT). ACTION: Grant of petition for exemption. SUMMARY: This...

23 CFR Appendix D to Subpart A of... - Guidance Criteria for Evaluating Requests for Modifications to the National Highway System

Code of Federal Regulations, 2011 CFR

2011-04-01

... ADMINISTRATION, DEPARTMENT OF TRANSPORTATION PLANNING AND RESEARCH HIGHWAY SYSTEMS Federal-aid Highway Systems Pt... volumes, or daily vehicular traffic on one or more principal routes that serve the intermodal facility... and ride lots with more than 500 vehicle parking spaces, or 5,000 daily bus or rail passengers, with...

Crashworthy railing for timber bridges

Treesearch

Michael A. Ritter; Ronald K. Faller; Sheila Rimal Duwadi

1999-01-01

Bridge railing systems in the United States have historically beers designed based on static load criteria given in the American Association of State Highway and Transportation 0fficials (AASHTO) Standard Specifications for Highway Bridges. In the past decade, full-scale vehicle crash testing has been recognized as a more appropriate and reliable method of evaluating...

3D methodology for evaluating rail crossing roughness.

DOT National Transportation Integrated Search

2015-03-02

Description of Research Project The overall objective of this project is to investigate develop a quantitative method or measure for determining the need to rehabilitate rail crossings. The scope of the project includes investigation of sensor capabi...

49 CFR 1242.58 - Operating signals and interlockers, operating drawbridges, highway crossing protection (accounts...

Code of Federal Regulations, 2014 CFR

2014-10-01

... drawbridges, highway crossing protection (accounts XX-51-59, XX-51-60 and XX-51-61). 1242.58 Section 1242.58... Operating signals and interlockers, operating drawbridges, highway crossing protection (accounts XX-51-59..., interlockers, drawbridges and highway crossings are located. ...

49 CFR 1242.58 - Operating signals and interlockers, operating drawbridges, highway crossing protection (accounts...

Code of Federal Regulations, 2011 CFR

2011-10-01

... drawbridges, highway crossing protection (accounts XX-51-59, XX-51-60 and XX-51-61). 1242.58 Section 1242.58... Operating signals and interlockers, operating drawbridges, highway crossing protection (accounts XX-51-59..., interlockers, drawbridges and highway crossings are located. ...

49 CFR 1242.58 - Operating signals and interlockers, operating drawbridges, highway crossing protection (accounts...

Code of Federal Regulations, 2012 CFR

2012-10-01

... drawbridges, highway crossing protection (accounts XX-51-59, XX-51-60 and XX-51-61). 1242.58 Section 1242.58... Operating signals and interlockers, operating drawbridges, highway crossing protection (accounts XX-51-59..., interlockers, drawbridges and highway crossings are located. ...

49 CFR 1242.58 - Operating signals and interlockers, operating drawbridges, highway crossing protection (accounts...

Code of Federal Regulations, 2013 CFR

2013-10-01

... drawbridges, highway crossing protection (accounts XX-51-59, XX-51-60 and XX-51-61). 1242.58 Section 1242.58... Operating signals and interlockers, operating drawbridges, highway crossing protection (accounts XX-51-59..., interlockers, drawbridges and highway crossings are located. ...

Plans for crash-tested wood bridge railings for concrete decks

Treesearch

Michael A. Ritter; Ronald K. Faller; Barry T. Rosson; Paula D. Hilbrich Lee; Sheila Rimal Duwadi

1998-01-01

As part of a continuing cooperative research between the Midwest Roadside Safety Facility (MwRSF); the USDA Forest Service, Forest Products Laboratory (FPL); and the Federal Highway Administration (FHWA), several crashworthy wood bridge railings and approach railing transitions have been adapted for use on concrete bridge decks. These railings meet testing and...

View of the highway crossing Little Bear Lake Fen, looking ...

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

View of the highway crossing Little Bear Lake Fen, looking northeast. The fen bridge will be installed on the existing alignment - Beartooth Highway, Red Lodge, Montana to Cooke City, Montana, Cody, Park County, WY

A mathematical modeling approach to resource allocation for railroad-highway crossing safety upgrades.

PubMed

Konur, Dinçer; Golias, Mihalis M; Darks, Brandon

2013-03-01

State Departments of Transportation (S-DOT's) periodically allocate budget for safety upgrades at railroad-highway crossings. Efficient resource allocation is crucial for reducing accidents at railroad-highway crossings and increasing railroad as well as highway transportation safety. While a specific method is not restricted to S-DOT's, sorting type of procedures are recommended by the Federal Railroad Administration (FRA), United States Department of Transportation for the resource allocation problem. In this study, a generic mathematical model is proposed for the resource allocation problem for railroad-highway crossing safety upgrades. The proposed approach is compared to sorting based methods for safety upgrades of public at-grade railroad-highway crossings in Tennessee. The comparison shows that the proposed mathematical modeling approach is more efficient than sorting methods in reducing accidents and severity. Copyright © 2012 Elsevier Ltd. All rights reserved.

High speed passenger rail : future development will depend on addressing financial and other challenges and establishing a clear federal role.

DOT National Transportation Integrated Search

2009-03-01

Federal and other decision makers : have had a renewed interest in how : high speed rail might fit into the : national transportation system and : address increasing mobility : constraints on highways and at : airports due to congestion. GAO : was as...

The Rail Alignment Environmental Impact Statement: An Update

DOE Office of Scientific and Technical Information (OSTI.GOV)

R. Sweeney

2005-01-20

On July 23,2002, the President of the United States signed into law a joint resolution of the United States Congress designating the Yucca Mountain site in Nye County, Nevada, for development as a geologic repository for the disposal of spent nuclear fuel and high-level radioactive waste. If the US. Nuclear Regulatory Commission authorizes construction of the repository and receipt and possession of spent nuclear fuel and high-level radioactive at Yucca Mountain, the U.S. Department of Energy (DOE) would be responsible for transporting these materials to the Yucca Mountain repository as part of its obligation under the Nuclear Waste Policy Act.more » Part of the site recommendation decision included the analysis of a nation-wide shipping campaign to the proposed repository site. The ''Final Environmental Impact Statement for a Geologic Repository for the Disposal of Spent Nuclear Fuel and High-Level Radioactive Waste at Yucca Mountain, Nye County, Nevada'' (February 2002) (Repository EIS) evaluated the potential impacts of the transportation of 70,000 Metric Tons of Heavy Metal spent nuclear fuel and high-level radioactive waste from 77 locations around the nation to the potential repository in Nevada over a 24 year shipping campaign. In the Repository EIS, DOE identified mostly rail as its preferred mode of transportation, both nationally and in the State of Nevada. In December 2003, based on public comments and the environmental analyses in the Repository EIS, DOE identified a preference for the Caliente rail corridor in Nevada. On April 8, 2004, DOE issued a Record of Decision (ROD) on the Mode of Transportation and Nevada Rail Corridor for the Disposal of Spent Nuclear Fuel and High-Level Radioactive Waste at Yucca Mountain, Nye County, Nevada. In this ROD, the DOE announced that it had decided to select the mostly rail scenario analyzed in the Repository EIS as the transportation mode both on a national basis and in the State of Nevada. Under the mostly rail

49 CFR 234.311 - ENS sign placement and maintenance.

Code of Federal Regulations, 2013 CFR

2013-10-01

... Conditions at Highway-Rail and Pathway Grade Crossings § 234.311 ENS sign placement and maintenance. (a) Number of signs at highway-rail or pathway grade crossing. (1) In general. The maintaining railroad, or the railroad appointed pursuant to § 234.306(b), for a highway-rail or pathway grade crossing shall...

49 CFR 234.309 - ENS signs in general.

Code of Federal Regulations, 2012 CFR

2012-10-01

... at Highway-Rail and Pathway Grade Crossings § 234.309 ENS signs in general. (a) Provision of... dispatching railroad for a highway-rail or pathway grade crossing shall provide to the maintaining railroad.... Each ENS sign located at each highway-rail or pathway grade crossing as required by § 234.311 shall...

49 CFR 234.309 - ENS signs in general.

Code of Federal Regulations, 2014 CFR

2014-10-01

... at Highway-Rail and Pathway Grade Crossings § 234.309 ENS signs in general. (a) Provision of... dispatching railroad for a highway-rail or pathway grade crossing shall provide to the maintaining railroad.... Each ENS sign located at each highway-rail or pathway grade crossing as required by § 234.311 shall...

49 CFR 234.311 - ENS sign placement and maintenance.

Code of Federal Regulations, 2012 CFR

2012-10-01

... Conditions at Highway-Rail and Pathway Grade Crossings § 234.311 ENS sign placement and maintenance. (a) Number of signs at highway-rail or pathway grade crossing. (1) In general. The maintaining railroad, or the railroad appointed pursuant to § 234.306(b), for a highway-rail or pathway grade crossing shall...

49 CFR 234.311 - ENS sign placement and maintenance.

Code of Federal Regulations, 2014 CFR

2014-10-01

... Conditions at Highway-Rail and Pathway Grade Crossings § 234.311 ENS sign placement and maintenance. (a) Number of signs at highway-rail or pathway grade crossing. (1) In general. The maintaining railroad, or the railroad appointed pursuant to § 234.306(b), for a highway-rail or pathway grade crossing shall...

49 CFR 234.309 - ENS signs in general.

Code of Federal Regulations, 2013 CFR

2013-10-01

... at Highway-Rail and Pathway Grade Crossings § 234.309 ENS signs in general. (a) Provision of... dispatching railroad for a highway-rail or pathway grade crossing shall provide to the maintaining railroad.... Each ENS sign located at each highway-rail or pathway grade crossing as required by § 234.311 shall...

Using signal detection theory to understand grade crossing warning time and motorist stopping behavior.

DOT National Transportation Integrated Search

2015-02-01

Motorist error or poor judgment is a significant causal factor in highway-rail grade crossing collisions. Crashes at grade crossings : equipped with warning devices often involve motorists who drive around gates or across railroad tracks while flashi...

Our nation's highways : selected facts and figures, 1993

DOT National Transportation Integrated Search

1995-01-01

The information in this publication provides a condensed overview of facts and figures about our Nation's highways. It is considered to be of interest to the average citizen. Except where noted, the Federal Highway Administration is the source of the...

49 CFR 234.301 - Definitions.

Code of Federal Regulations, 2012 CFR

2012-10-01

... at Highway-Rail and Pathway Grade Crossings § 234.301 Definitions. As used in this subpart— Answering... message to report an unsafe condition at a highway-rail or pathway grade crossing, as described in § 234... unsafe condition at a highway-rail or pathway grade crossing, as described in § 234.303(c) and (d), and...

49 CFR 234.301 - Definitions.

Code of Federal Regulations, 2014 CFR

2014-10-01

... at Highway-Rail and Pathway Grade Crossings § 234.301 Definitions. As used in this subpart— Answering... message to report an unsafe condition at a highway-rail or pathway grade crossing, as described in § 234... unsafe condition at a highway-rail or pathway grade crossing, as described in § 234.303(c) and (d), and...

49 CFR 234.301 - Definitions.

Code of Federal Regulations, 2013 CFR

2013-10-01

... at Highway-Rail and Pathway Grade Crossings § 234.301 Definitions. As used in this subpart— Answering... message to report an unsafe condition at a highway-rail or pathway grade crossing, as described in § 234... unsafe condition at a highway-rail or pathway grade crossing, as described in § 234.303(c) and (d), and...

Recommendations for KYTC's railway/highway at-grade crossing management practices.

DOT National Transportation Integrated Search

2014-12-01

An ideal Railway/Highway At-Grade Crossing Management program involves selecting cost-effective : practices when designing new crossings and rehabilitating existing crossings. This report outlines two : strategies to enhance KYTCs existing program...

Railing systems for use on timber deck bridges

Treesearch

Ronald K. Faller; Michael A. Ritter; Barry T. Rosson; Sheila R. Duwadi

1999-01-01

Bridge railing systems in the United States have historically been designed based on static load criteria given in the AASHTO Standard Specifications for Highway Bridges. In the past decade, full-scale vehicle crash testing has been recognized as a more appropriate and reliable method of evaluating bridge railing acceptability. In 1989. AASHTO published the Guide...

49 CFR 234.307 - Use of third-party telephone service by dispatching and maintaining railroads.

Code of Federal Regulations, 2012 CFR

2012-10-01

... Systems for Telephonic Reporting of Unsafe Conditions at Highway-Rail and Pathway Grade Crossings § 234...-party telephone service to receive reports of unsafe conditions at highway-rail and pathway grade... railroad that either maintains a highway-rail or pathway grade crossing on a seasonal or intermittent basis...

49 CFR 234.307 - Use of third-party telephone service by dispatching and maintaining railroads.

Code of Federal Regulations, 2013 CFR

2013-10-01

... Systems for Telephonic Reporting of Unsafe Conditions at Highway-Rail and Pathway Grade Crossings § 234...-party telephone service to receive reports of unsafe conditions at highway-rail and pathway grade... railroad that either maintains a highway-rail or pathway grade crossing on a seasonal or intermittent basis...

49 CFR 234.307 - Use of third-party telephone service by dispatching and maintaining railroads.

Code of Federal Regulations, 2014 CFR

2014-10-01

... Systems for Telephonic Reporting of Unsafe Conditions at Highway-Rail and Pathway Grade Crossings § 234...-party telephone service to receive reports of unsafe conditions at highway-rail and pathway grade... railroad that either maintains a highway-rail or pathway grade crossing on a seasonal or intermittent basis...

Safety effects of cross-section design on rural multilane highways : summary report

DOT National Transportation Integrated Search

1997-06-01

National statistics indicate that fatality rates on rural Federal-aid primary highways have been significantly higher compared to those for urban and rural Interstate highways and urban primary highways. Although this group of highways includes two-l...

49 CFR 1039.16 - Exemption of new highway trailers or containers.

Code of Federal Regulations, 2014 CFR

2014-10-01

... 49 Transportation 8 2014-10-01 2014-10-01 false Exemption of new highway trailers or containers. 1039.16 Section 1039.16 Transportation Other Regulations Relating to Transportation (Continued) SURFACE... of new highway trailers or containers. The rail transportation of new highway trailers or containers...

49 CFR 1039.16 - Exemption of new highway trailers or containers.

Code of Federal Regulations, 2011 CFR

2011-10-01

... 49 Transportation 8 2011-10-01 2011-10-01 false Exemption of new highway trailers or containers. 1039.16 Section 1039.16 Transportation Other Regulations Relating to Transportation (Continued) SURFACE... of new highway trailers or containers. The rail transportation of new highway trailers or containers...

49 CFR 1039.16 - Exemption of new highway trailers or containers.

Code of Federal Regulations, 2013 CFR

2013-10-01

... 49 Transportation 8 2013-10-01 2013-10-01 false Exemption of new highway trailers or containers. 1039.16 Section 1039.16 Transportation Other Regulations Relating to Transportation (Continued) SURFACE... of new highway trailers or containers. The rail transportation of new highway trailers or containers...

49 CFR 1039.16 - Exemption of new highway trailers or containers.

Code of Federal Regulations, 2012 CFR

2012-10-01

... 49 Transportation 8 2012-10-01 2012-10-01 false Exemption of new highway trailers or containers. 1039.16 Section 1039.16 Transportation Other Regulations Relating to Transportation (Continued) SURFACE... of new highway trailers or containers. The rail transportation of new highway trailers or containers...

49 CFR 1039.16 - Exemption of new highway trailers or containers.

Code of Federal Regulations, 2010 CFR

2010-10-01

... 49 Transportation 8 2010-10-01 2010-10-01 false Exemption of new highway trailers or containers. 1039.16 Section 1039.16 Transportation Other Regulations Relating to Transportation (Continued) SURFACE... of new highway trailers or containers. The rail transportation of new highway trailers or containers...

3D methodology for evaluating rail crossing roughness : vehicle dynamic modeling.

DOT National Transportation Integrated Search

2015-09-28

In order for the results of the approach to be useful in decision making, one must consider that the accelerations (modeled or measured) at a rail crossing location can derive from either condition or construction of the crossing. That is to say, a c...

More than meets the eye: Using cognitive work analysis to identify design requirements for future rail level crossing systems.

PubMed

Salmon, Paul M; Lenné, Michael G; Read, Gemma J M; Mulvihill, Christine M; Cornelissen, Miranda; Walker, Guy H; Young, Kristie L; Stevens, Nicholas; Stanton, Neville A

2016-03-01

An increasing intensity of operations means that the longstanding safety issue of rail level crossings is likely to become worse in the transport systems of the future. It has been suggested that the failure to prevent collisions may be, in part, due to a lack of systems thinking during design, crash analysis, and countermeasure development. This paper presents a systems analysis of current active rail level crossing systems in Victoria, Australia that was undertaken to identify design requirements to improve safety in future rail level crossing environments. Cognitive work analysis was used to analyse rail level crossing systems using data derived from a range of activities. Overall the analysis identified a range of instances where modification or redesign in line with systems thinking could potentially improve behaviour and safety. A notable finding is that there are opportunities for redesign outside of the physical rail level crossing infrastructure, including improved data systems, in-vehicle warnings and modifications to design processes, standards and guidelines. The implications for future rail level crossing systems are discussed. Copyright © 2015 Elsevier Ltd and The Ergonomics Society. All rights reserved.

Vehicle-to-infrastructure rail crossing violation warning : concept of operations.

DOT National Transportation Integrated Search

2016-03-31

This Concept of Operations (ConOps) document describes the operational characteristics of a Vehicle-to-Infrastructure (V2I) Rail Crossing Violation Warning (RCVW) safety application. The development of this document was completed with an advisory tea...

Non-destructive inspection protocol for reinforced concrete barriers and bridge railings

DOE Office of Scientific and Technical Information (OSTI.GOV)

Chintakunta, Satish R.; Boone, Shane D.

Reinforced concrete highway barriers and bridge railings serve to prevent errant vehicles from departing the travel way at grade separations. Despite the important role that they play in maintaining safety and their ubiquitous nature, barrier inspection rarely moves beyond visual inspection. In August 2008, a tractor-trailer fatally departed William Preston Lane, Jr. Memorial Bridge after it dislodged a section of the bridge barrier. Investigations following the accident identified significant corrosion of the anchor bolts attaching the bridge railing to the bridge deck. As a result of the information gathered during its investigation of the accident, the National Transportation Safety Boardmore » (NTSB) made recommendations to the Federal Highway Administration concerning Non-Destructive Evaluation (NDE) of concrete bridge railings. The Center for nondestructive evaluation (NDE) at Turner Fairbank Highway Research Center in McLean, VA is currently evaluating feasibility of using four technologies - ground penetrating radar (GPR), ultrasonic pulse-echo, digital radiography and infrared thermal imaging methods to develop bridge inspection methods that augment visual inspections, offer reliable measurement techniques, and are practical, both in terms of time and cost, for field inspection work. Controlled samples containing predefined corrosion levels in reinforcing steel were embedded at barrier connection points for laboratory testing. All four NDE techniques were used in the initial phase I testing. An inspection protocol for detecting and measuring the corrosion of reinforced steel embedded in the anchorage system will be developed as part of phase II research. The identified technologies shall be further developed for field testing utilizing a structure with a barrier in good condition and a structure with a barrier in poor condition.« less

Non-destructive inspection protocol for reinforced concrete barriers and bridge railings

NASA Astrophysics Data System (ADS)

Chintakunta, Satish R.; Boone, Shane D.

2014-02-01

Reinforced concrete highway barriers and bridge railings serve to prevent errant vehicles from departing the travel way at grade separations. Despite the important role that they play in maintaining safety and their ubiquitous nature, barrier inspection rarely moves beyond visual inspection. In August 2008, a tractor-trailer fatally departed William Preston Lane, Jr. Memorial Bridge after it dislodged a section of the bridge barrier. Investigations following the accident identified significant corrosion of the anchor bolts attaching the bridge railing to the bridge deck. As a result of the information gathered during its investigation of the accident, the National Transportation Safety Board (NTSB) made recommendations to the Federal Highway Administration concerning Non-Destructive Evaluation (NDE) of concrete bridge railings. The Center for nondestructive evaluation (NDE) at Turner Fairbank Highway Research Center in McLean, VA is currently evaluating feasibility of using four technologies - ground penetrating radar (GPR), ultrasonic pulse-echo, digital radiography and infrared thermal imaging methods to develop bridge inspection methods that augment visual inspections, offer reliable measurement techniques, and are practical, both in terms of time and cost, for field inspection work. Controlled samples containing predefined corrosion levels in reinforcing steel were embedded at barrier connection points for laboratory testing. All four NDE techniques were used in the initial phase I testing. An inspection protocol for detecting and measuring the corrosion of reinforced steel embedded in the anchorage system will be developed as part of phase II research. The identified technologies shall be further developed for field testing utilizing a structure with a barrier in good condition and a structure with a barrier in poor condition.

49 CFR 213.235 - Inspection of switches, track crossings, and lift rail assemblies or other transition devices on...

Code of Federal Regulations, 2013 CFR

2013-10-01

... 49 Transportation 4 2013-10-01 2013-10-01 false Inspection of switches, track crossings, and lift... TRANSPORTATION TRACK SAFETY STANDARDS Inspection § 213.235 Inspection of switches, track crossings, and lift rail... section, each switch, turnout, track crossing, and moveable bridge lift rail assembly or other transition...

49 CFR 213.235 - Inspection of switches, track crossings, and lift rail assemblies or other transition devices on...

Code of Federal Regulations, 2014 CFR

2014-10-01

... 49 Transportation 4 2014-10-01 2014-10-01 false Inspection of switches, track crossings, and lift... TRANSPORTATION TRACK SAFETY STANDARDS Inspection § 213.235 Inspection of switches, track crossings, and lift rail... section, each switch, turnout, track crossing, and moveable bridge lift rail assembly or other transition...

49 CFR 213.235 - Inspection of switches, track crossings, and lift rail assemblies or other transition devices on...

Code of Federal Regulations, 2012 CFR

2012-10-01

... 49 Transportation 4 2012-10-01 2012-10-01 false Inspection of switches, track crossings, and lift... TRANSPORTATION TRACK SAFETY STANDARDS Inspection § 213.235 Inspection of switches, track crossings, and lift rail... section, each switch, turnout, track crossing, and moveable bridge lift rail assembly or other transition...

49 CFR 213.235 - Inspection of switches, track crossings, and lift rail assemblies or other transition devices on...

Code of Federal Regulations, 2010 CFR

2010-10-01

... 49 Transportation 4 2010-10-01 2010-10-01 false Inspection of switches, track crossings, and lift... TRANSPORTATION TRACK SAFETY STANDARDS Inspection § 213.235 Inspection of switches, track crossings, and lift rail... section, each switch, turnout, track crossing, and moveable bridge lift rail assembly or other transition...

49 CFR 213.235 - Inspection of switches, track crossings, and lift rail assemblies or other transition devices on...

Code of Federal Regulations, 2011 CFR

2011-10-01

... 49 Transportation 4 2011-10-01 2011-10-01 false Inspection of switches, track crossings, and lift... TRANSPORTATION TRACK SAFETY STANDARDS Inspection § 213.235 Inspection of switches, track crossings, and lift rail... section, each switch, turnout, track crossing, and moveable bridge lift rail assembly or other transition...

FRA funded grade crossing safety & trespass prevention research (June 2007 - present).

DOT National Transportation Integrated Search

2015-05-01

FRAs Office of R&D and Office of Railroad : Safety have been actively supporting highway-rail grade crossing safety and trespass : prevention research to improve safety. Below : is a list of technical reports and research results : from FRA-funded...

76 FR 81011 - Notice of Final Federal Agency Actions on Proposed Light Rail Project in Washington

Federal Register 2010, 2011, 2012, 2013, 2014

2011-12-27

... on Proposed Light Rail Project in Washington AGENCY: Federal Highway Administration (FHWA... Light Rail Transit Project in King County Washington. These actions grant licenses, permits, and... Light Rail Transit Project, King County, WA. Federal Lead Agency: Federal Transit Administration (FTA...

Rail capacity improvement study for commuter operations.

DOT National Transportation Integrated Search

2012-11-01

The Federal Transit Administration (FTA) notes that over the last decade, commuter rail systems have experienced increased ridership that closely matches the increases in gasoline prices. FTA also identified highway congestion and environmental conce...

National Highway Traffic Safety Administration 1995 customer satisfaction survey

DOT National Transportation Integrated Search

1996-05-01

The National Highway Traffic Safety Administration (NHTSA) conducted a national Customer Satisfaction Survey in response to the requirements of the National Performance Review and Executive Order 12862. An independent research organization, Schulman,...

Highway-railway at-grade crossing structures : rideability measurements and assessments.

DOT National Transportation Integrated Search

2009-05-01

This report provides two analyses for obtaining a quantitative means of rating the condition of railroad-highway at-grade crossings based on their measured roughness. Phase One of this report examined 11 crossings in the Lexington area by use of a la...

Highway-railway at-grade crossing structures : trackbed and surface pressure measurements and assessments.

DOT National Transportation Integrated Search

2009-05-01

Techniques are described for installing instrumentation within highway/railway crossings - to measure vertical pressures under moving highway and railway loadings - using earth pressure cells. Also, techniques are described for installing instrumenta...

Our nation's highways 2008

DOT National Transportation Integrated Search

2008-07-01

he Federal Highway Administrations Office of Highway Policy Information (OHPI) establishes travel monitoring policy and guidelines, facilitates the application of technology, and collects and analyzes highway-related data from throughout the Unite...

Highway-railway at-grade crossing structures : optimum design/installation practices and management program : an overview.

DOT National Transportation Integrated Search

2009-05-01

Replacing and rehabilitating highway-railway at-grade crossings represent major track maintenance expenses for the U.S. highway governmental agencies and railroad industry. The ideal crossing system is one that will maintain a smooth surface and stab...

Timing issues for traffic signals interconnected with highway-railroad grade crossings.

DOT National Transportation Integrated Search

2013-02-01

The coordination of highway-railroad grade crossing warning signals with nearby traffic signals is of vital : importance due to potential safety consequences. Interconnections between traffic signals in close : proximity to railroad crossings provide...

49 CFR 1242.58 - Operating signals and interlockers, operating drawbridges, highway crossing protection (accounts...

Code of Federal Regulations, 2010 CFR

2010-10-01

... drawbridges, highway crossing protection (accounts XX-51-59, XX-51-60 and XX-51-61). 1242.58 Section 1242.58... Operating signals and interlockers, operating drawbridges, highway crossing protection (accounts XX-51-59, XX-51-60 and XX-51-61). Separate common expenses on the basis of total train hours (including train...

Standby power for railroad-highway grade crossing warning systems

DOT National Transportation Integrated Search

1976-09-30

The requirements for standby power at railroad-highway grade crossings, as established by the states, the Association of American Railroads, and the individual railroads, are described. Standard means of satisfying these requirements, using 115 vac p...

49 CFR 234.313 - Recordkeeping.

Code of Federal Regulations, 2012 CFR

2012-10-01

... at Highway-Rail and Pathway Grade Crossings § 234.313 Recordkeeping. (a) In general. Each railroad... subpart: (1) The nature of the reported unsafe condition; (2) The location of the highway-rail or pathway... railroads. (1) Where multiple railroads dispatch trains through the same highway-rail or pathway grade...

49 CFR 234.313 - Recordkeeping.

Code of Federal Regulations, 2014 CFR

2014-10-01

... at Highway-Rail and Pathway Grade Crossings § 234.313 Recordkeeping. (a) In general. Each railroad... subpart: (1) The nature of the reported unsafe condition; (2) The location of the highway-rail or pathway... railroads. (1) Where multiple railroads dispatch trains through the same highway-rail or pathway grade...

49 CFR 234.313 - Recordkeeping.

Code of Federal Regulations, 2013 CFR

2013-10-01

... at Highway-Rail and Pathway Grade Crossings § 234.313 Recordkeeping. (a) In general. Each railroad... subpart: (1) The nature of the reported unsafe condition; (2) The location of the highway-rail or pathway... railroads. (1) Where multiple railroads dispatch trains through the same highway-rail or pathway grade...

Evaluation of experimental railroad-highway grade crossings in Louisiana.

DOT National Transportation Integrated Search

1983-08-01

This interim report was prepared to provide a review of the performance of thirty railroad-highway grade crossings installed experimentally in Louisiana between 1970 and 1983. They were constructed of rubber, high-density polyethylene (HDPE) or pre-c...

National Highway Traffic Safety Administration : 1997 customer satisfaction survey

DOT National Transportation Integrated Search

1998-03-13

In 1995, the National Highway Traffic Safety Administration (NHTSA) conducted its first Customer Satisfaction Survey in response to the requirements of the National Performance Review and Executive Order 12862. An independent research organization, S...

Detail of concrete and stone railings on staircase leading from ...

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

Detail of concrete and stone railings on staircase leading from Shepperds Dell Bridge to trail. - Shepperds Dell Bridge, Spanning Young Creek at Columbia River Highway, Latourell, Multnomah County, OR

Off-Highway Transportation-Related Fuel Use

DOE Office of Scientific and Technical Information (OSTI.GOV)

Davis, S.C.

2004-05-08

The transportation sector includes many subcategories--for example, on-highway, off-highway, and non-highway. Use of fuel for off-highway purposes is not well documented, nor is the number of off-highway vehicles. The number of and fuel usage for on-highway and aviation, marine, and rail categories are much better documented than for off-highway land-based use. Several sources document off-highway fuel use under specific conditions--such as use by application (e.g., recreation) or by fuel type (e.g., gasoline). There is, however, no single source that documents the total fuel used off-highway and the number of vehicles that use the fuel. This report estimates the fuel usagemore » and number of vehicles/equipment for the off-highway category. No new data have been collected nor new models developed to estimate the off-highway data--this study is limited in scope to using data that already exist. In this report, unless they are being quoted from a source that uses different terminology, the terms are used as listed below. (1) ''On-highway/on-road'' includes land-based transport used on the highway system or other paved roadways. (2) ''Off-highway/off-road'' includes land-based transport not using the highway system or other paved roadways. (3) ''Non-highway/non-road'' includes other modes not traveling on highways such as aviation, marine, and rail. It should be noted that the term ''transportation'' as used in this study is not typical. Generally, ''transportation'' is understood to mean the movement of people or goods from one point to another. Some of the off-highway equipment included in this study doesn't transport either people or goods, but it has utility in movement (e.g., a forklift or a lawn mower). Along these lines, a chain saw also has utility in movement, but it cannot transport itself (i.e., it must be carried) because it does not have wheels. Therefore, to estimate the transportation-related fuel used off-highway, transportation equipment is defined

Highway-railway at-grade crossing structures : long term settlement measurements and assessments.

DOT National Transportation Integrated Search

2009-05-01

The purpose of this research to evaluate the long-term settlements for a wide variety of at-grade crossings. Twenty-four highway crossings were monitored to determine the effects of enhanced support on minimizing long-term settlements of the crossing...

Crossing structure recommendations for at-grade rail crossings of U.S. Routes 29 and 15 in Prince William County, Virginia.

DOT National Transportation Integrated Search

2005-01-01

The intersection of a rail line and a roadway at an at-grade crossing represents the meeting of two vastly different transportation modes. Although they may share a common crossing where they intersect, the typical structural design of the supporting...

Grade Crossing Protection in High-Speed, High-Density, Passenger-Service Rail Corridors

DOT National Transportation Integrated Search

1973-01-01

The report is a preliminary examination of special aspects of grade crossing protection for operation of high-speed passenger trains in rail corridors for which complete grade separation is not possible. Overall system needs and constraints are indic...

49 CFR 1242.20 - Highway grade crossings (accounts XX-17-22 and XX-18-22).

Code of Federal Regulations, 2011 CFR

2011-10-01

... 49 Transportation 9 2011-10-01 2011-10-01 false Highway grade crossings (accounts XX-17-22 and XX-18-22). 1242.20 Section 1242.20 Transportation Other Regulations Relating to Transportation... RAILROADS 1 Operating Expenses-Way and Structures § 1242.20 Highway grade crossings (accounts XX-17-22 and...

49 CFR 1242.20 - Highway grade crossings (accounts XX-17-22 and XX-18-22).

Code of Federal Regulations, 2012 CFR

2012-10-01

... 49 Transportation 9 2012-10-01 2012-10-01 false Highway grade crossings (accounts XX-17-22 and XX-18-22). 1242.20 Section 1242.20 Transportation Other Regulations Relating to Transportation... RAILROADS 1 Operating Expenses-Way and Structures § 1242.20 Highway grade crossings (accounts XX-17-22 and...

49 CFR 1242.20 - Highway grade crossings (accounts XX-17-22 and XX-18-22).

Code of Federal Regulations, 2014 CFR

2014-10-01

... 49 Transportation 9 2014-10-01 2014-10-01 false Highway grade crossings (accounts XX-17-22 and XX-18-22). 1242.20 Section 1242.20 Transportation Other Regulations Relating to Transportation... RAILROADS 1 Operating Expenses-Way and Structures § 1242.20 Highway grade crossings (accounts XX-17-22 and...

49 CFR 1242.20 - Highway grade crossings (accounts XX-17-22 and XX-18-22).

Code of Federal Regulations, 2013 CFR

2013-10-01

... 49 Transportation 9 2013-10-01 2013-10-01 false Highway grade crossings (accounts XX-17-22 and XX-18-22). 1242.20 Section 1242.20 Transportation Other Regulations Relating to Transportation... RAILROADS 1 Operating Expenses-Way and Structures § 1242.20 Highway grade crossings (accounts XX-17-22 and...

Alcohol & highway safety laws : a national overview.

DOT National Transportation Integrated Search

1980-02-01

The problems associated with alcohol and highway safety laws can be measured statistically in terms of the number of traffic deaths per day across the nation, or financially in terms of the billions of dollars in lost income from death and disability...

Bus Driver Fatigue and Stress Issues Study. Final Report

DOT National Transportation Integrated Search

1984-04-01

The study has determined the safety effectiveness of various types of motorist warning devices in reducing accidents at rail-highway crossings. The study was based on analysis of data included in the DOT-AAR Rail-Highway Crossing Inventory and the FR...

Testing of New Bridge Rail and Transition Designs Vol. X APP.I; 42-in (1.07-m) Concrete Parapet Bridge Railing

DOT National Transportation Integrated Search

1997-06-01

This report presents the results of a State Planning and Research (SP&R) pooled-fund study to develop safer bridge rail and transition designs.This pooled-fund study was sponsored by the Federal Highway Administration, 23 States, and the District of ...

49 CFR 1242.20 - Highway grade crossings (accounts XX-17-22 and XX-18-22).

Code of Federal Regulations, 2010 CFR

2010-10-01

... 49 Transportation 9 2010-10-01 2010-10-01 false Highway grade crossings (accounts XX-17-22 and XX... RAILROADS 1 Operating Expenses-Way and Structures § 1242.20 Highway grade crossings (accounts XX-17-22 and XX-18-22). Separate running and switching common expenses according to distribution of the running...

Intelligent transportation systems field operational test cross-cutting study : emergency notification and response

DOT National Transportation Integrated Search

2000-08-01

Transportation is vital to the social and economic health of the nation. Surface transportation systems ? the networks of highways, local streets, bus routes, and rail lines ? are the ties that bind communities and facilitate commerce. Despite the fa...

20. DETAIL VIEW OF STONE WORK RAILING AT SCENIC OVERLOOK ...

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

20. DETAIL VIEW OF STONE WORK RAILING AT SCENIC OVERLOOK AT PETER SKENE OGDEN MEMORIAL PARK - Crooked River High Bridge, Spanning Crooked River Gorge at Dalles-California Highway, Terrebonne, Deschutes County, OR

ITS National Intelligent Transportation Systems Program Plan: Five Year Horizon Plan

DOT National Transportation Integrated Search

2000-08-01

Transportation is vital to the social and economic health of the nation. Surface transportation systems - the net-works of highways, local streets, bus routes, and rail lines - are the ties that bind communities and facilitate commerce, connecting re...

National Transportation Safety Board Safety Study: Safety At Passive Grade Crossings. Volume 2: Case Summaries

DOT National Transportation Integrated Search

1998-07-07

More than 4,000 accidents have occurred at the nation's active and passive grade crossings each year from 1991 through 1996. Many of the accidents at active crossings have involved highway vehicle drivers who did not comply with train-activated warni...

Fifth National Seismic Conference on Bridges & Highways : innovations in earthquake engineering for highway structures

DOT National Transportation Integrated Search

2007-02-01

This document is the conference program of the 5th National Seismic Conference on Bridges and Highways. The conference was held in San Francisco on September 18-20, 2006 and attracted over 300 engineers, academician, and students from around the worl...

11. REINFORCED CONCRETE SLAB ROOF, GUARD RAIL AT CENTER, VIEW ...

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

11. REINFORCED CONCRETE SLAB ROOF, GUARD RAIL AT CENTER, VIEW TOWARDS NORTHWEST. - Glenn L. Martin Company, Titan Missile Test Facilities, Captive Test Stand D-1, Waterton Canyon Road & Colorado Highway 121, Lakewood, Jefferson County, CO

Evaluation of selected warning signs at skewed railroad-highway crossings.

DOT National Transportation Integrated Search

1986-01-01

A 1984 study by the Research Council recommended that advance warning signs be placed in advance of skewed railroad-highway grade crossings. Several signs were suggested for use, and the study reported here was undertaken to determine the effectivene...

Assessment of risks for high-speed rail grade crossings on the Empire Corridor : next generation high-speed rail program

DOT National Transportation Integrated Search

2000-08-01

The report describes a risk-based approach for assessing the implications of higher train speeds on highway-railroad grade crossing safety, and allocating limited resources to best reduce this risk. To predict accident frequency, an existing DOT mode...

40 CFR 52.2348 - National Highway Systems Designation Act Motor Vehicle Inspection and Maintenance (I/M) Programs.

Code of Federal Regulations, 2014 CFR

2014-07-01

... 40 Protection of Environment 5 2014-07-01 2014-07-01 false National Highway Systems Designation... IMPLEMENTATION PLANS (CONTINUED) Utah § 52.2348 National Highway Systems Designation Act Motor Vehicle Inspection... the National Highway Systems Designation Act of 1995. If Utah County fails to start its program by...

40 CFR 52.2348 - National Highway Systems Designation Act Motor Vehicle Inspection and Maintenance (I/M) Programs.

Code of Federal Regulations, 2013 CFR

2013-07-01

... 40 Protection of Environment 5 2013-07-01 2013-07-01 false National Highway Systems Designation... IMPLEMENTATION PLANS (CONTINUED) Utah § 52.2348 National Highway Systems Designation Act Motor Vehicle Inspection... the National Highway Systems Designation Act of 1995. If Utah County fails to start its program by...

40 CFR 52.2348 - National Highway Systems Designation Act Motor Vehicle Inspection and Maintenance (I/M) Programs.

Code of Federal Regulations, 2012 CFR

2012-07-01

... 40 Protection of Environment 5 2012-07-01 2012-07-01 false National Highway Systems Designation... IMPLEMENTATION PLANS (CONTINUED) Utah § 52.2348 National Highway Systems Designation Act Motor Vehicle Inspection... the National Highway Systems Designation Act of 1995. If Utah County fails to start its program by...

Engineering design for pedestrian safety at highway-rail grade crossings

DOT National Transportation Integrated Search

2016-07-01

A number of pedestrian treatments at railroad grade crossings have been developed and are used throughout the United States. The decision of when to use these treatments is generally a matter of best practices, using a decision tree, or conducting a ...

49 CFR 325.33 - Site characteristics; highway operations.

Code of Federal Regulations, 2014 CFR

2014-10-01

... Section 325.33 Transportation Other Regulations Relating to Transportation (Continued) FEDERAL MOTOR... MOTOR CARRIER NOISE EMISSION STANDARDS Measurement of Noise Emissions; Highway Operations § 325.33 Site... or utility poles. (2) Rural mailboxes. (3) Traffic railings of any type of construction except solid...

49 CFR 325.33 - Site characteristics; highway operations.

Code of Federal Regulations, 2012 CFR

2012-10-01

... Section 325.33 Transportation Other Regulations Relating to Transportation (Continued) FEDERAL MOTOR... MOTOR CARRIER NOISE EMISSION STANDARDS Measurement of Noise Emissions; Highway Operations § 325.33 Site... or utility poles. (2) Rural mailboxes. (3) Traffic railings of any type of construction except solid...

49 CFR 325.33 - Site characteristics; highway operations.

Code of Federal Regulations, 2013 CFR

2013-10-01

... Section 325.33 Transportation Other Regulations Relating to Transportation (Continued) FEDERAL MOTOR... MOTOR CARRIER NOISE EMISSION STANDARDS Measurement of Noise Emissions; Highway Operations § 325.33 Site... or utility poles. (2) Rural mailboxes. (3) Traffic railings of any type of construction except solid...

49 CFR 325.33 - Site characteristics; highway operations.

Code of Federal Regulations, 2011 CFR

2011-10-01

... Section 325.33 Transportation Other Regulations Relating to Transportation (Continued) FEDERAL MOTOR... MOTOR CARRIER NOISE EMISSION STANDARDS Measurement of Noise Emissions; Highway Operations § 325.33 Site... or utility poles. (2) Rural mailboxes. (3) Traffic railings of any type of construction except solid...

Evaluation of experimental railroad-highway grade crossings in Louisiana : final report : 1970-1985.

DOT National Transportation Integrated Search

1986-04-01

This report concludes formal evaluation of forty-one experimental high-type railroad-highway grade crossings installed experimentally throughout Louisiana between 1970 and 1984. These crossings were composed of various of rubber, high-density polyeth...

49 CFR 222.35 - What are the minimum requirements for quiet zones?

Code of Federal Regulations, 2011 CFR

2011-10-01

... within a single political jurisdiction shall be separated by at least one public highway-rail grade... include grade crossings on a segment of rail line crossing more than one political jurisdiction. (b... be credited in calculating the Quiet Zone Risk Index. (c) Advance warning signs. (1) Each highway...

49 CFR 222.35 - What are the minimum requirements for quiet zones?

Code of Federal Regulations, 2010 CFR

2010-10-01

... within a single political jurisdiction shall be separated by at least one public highway-rail grade... include grade crossings on a segment of rail line crossing more than one political jurisdiction. (b... be credited in calculating the Quiet Zone Risk Index. (c) Advance warning signs. (1) Each highway...

27. VAL, DETAIL OF LAUNCHER SLAB AND LAUNCHER RAIL WITH ...

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

27. VAL, DETAIL OF LAUNCHER SLAB AND LAUNCHER RAIL WITH 7 INCH DIAMETER HOLE FOR SUPPORT CARRIAGE LOCKING PIN. - Variable Angle Launcher Complex, Variable Angle Launcher, CA State Highway 39 at Morris Reservior, Azusa, Los Angeles County, CA

Traffic Analysis For Highway-To-Highway Interchanges On Automated Highway Systems, Congestion In Absence Of Dedicated Ramps

DOT National Transportation Integrated Search

1997-01-01

SPECIAL CONNECTOR RAMPS LINKING THE AUTOMATED LANES AT AUTOMATED HIGHWAY-TO-AUTOMATED HIGHWAY INTERCHANGES MAY BE NEEDED TO ENABLE CONTINUOUS AUTOMATED DRIVING BETWEEN TWO CROSSING HIGHWAYS. ALTHOUGH A TYPICAL CLOVERLEAF CONFIGURATION HAS ONLY TWO LE...

Detail view of the concrete arched balustrade railing and bushhammered ...

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

Detail view of the concrete arched balustrade railing and bush-hammered inset posts - North Fork Butter Creek Bridge, Spanning North Fork Butter Creek Bridge at Milepost 76.63 on Heppner Highway (Oregon Route 74), Pilot Rock, Umatilla County, OR

Passenger cab car grade crossing impact test report : rail passenger equipment impact tests

DOT National Transportation Integrated Search

2007-10-01

Two full-scale oblique grade crossing impact tests were conducted in June 2002 to compare the crashworthiness performance of alternative corner post designs on rail passenger cab cars. On June 4, 2002, a cab car fitted with an end frame built to pre-...

Genetic connectivity for two bear species at wildlife crossing structures in Banff National Park.

PubMed

Sawaya, Michael A; Kalinowski, Steven T; Clevenger, Anthony P

2014-04-07

Roads can fragment and isolate wildlife populations, which will eventually decrease genetic diversity within populations. Wildlife crossing structures may counteract these impacts, but most crossings are relatively new, and there is little evidence that they facilitate gene flow. We conducted a three-year research project in Banff National Park, Alberta, to evaluate the effectiveness of wildlife crossings to provide genetic connectivity. Our main objective was to determine how the Trans-Canada Highway and crossing structures along it affect gene flow in grizzly (Ursus arctos) and black bears (Ursus americanus). We compared genetic data generated from wildlife crossings with data collected from greater bear populations. We detected a genetic discontinuity at the highway in grizzly bears but not in black bears. We assigned grizzly bears that used crossings to populations north and south of the highway, providing evidence of bidirectional gene flow and genetic admixture. Parentage tests showed that 47% of black bears and 27% of grizzly bears that used crossings successfully bred, including multiple males and females of both species. Differentiating between dispersal and gene flow is difficult, but we documented gene flow by showing migration, reproduction and genetic admixture. We conclude that wildlife crossings allow sufficient gene flow to prevent genetic isolation.

Genetic connectivity for two bear species at wildlife crossing structures in Banff National Park

PubMed Central

Sawaya, Michael A.; Kalinowski, Steven T.; Clevenger, Anthony P.

2014-01-01

Roads can fragment and isolate wildlife populations, which will eventually decrease genetic diversity within populations. Wildlife crossing structures may counteract these impacts, but most crossings are relatively new, and there is little evidence that they facilitate gene flow. We conducted a three-year research project in Banff National Park, Alberta, to evaluate the effectiveness of wildlife crossings to provide genetic connectivity. Our main objective was to determine how the Trans-Canada Highway and crossing structures along it affect gene flow in grizzly (Ursus arctos) and black bears (Ursus americanus). We compared genetic data generated from wildlife crossings with data collected from greater bear populations. We detected a genetic discontinuity at the highway in grizzly bears but not in black bears. We assigned grizzly bears that used crossings to populations north and south of the highway, providing evidence of bidirectional gene flow and genetic admixture. Parentage tests showed that 47% of black bears and 27% of grizzly bears that used crossings successfully bred, including multiple males and females of both species. Differentiating between dispersal and gene flow is difficult, but we documented gene flow by showing migration, reproduction and genetic admixture. We conclude that wildlife crossings allow sufficient gene flow to prevent genetic isolation. PMID:24552834

Abandoned rail corridors in Texas : a policy and infrastructure evaluation.

DOT National Transportation Integrated Search

2011-03-01

The use of existing and abandoned railroad rights-of-way has been a proven method of acquiring linear : corridors for the construction of roadways since the formation of the Texas Highway Department. Either : paralleling existing rail lines or re-usi...

17. View of Tombigbee River Bridge showing same broken railing ...

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

17. View of Tombigbee River Bridge showing same broken railing as was shown in photograph no. MS-13-16. View is from the ground looking northwest. - Tombigbee River Bridge, Spanning Tombigbee River at State Highway 182, Columbus, Lowndes County, MS

Evaluation of experimental railroad-highway grade crossings in Louisiana : interim report No. 5.

DOT National Transportation Integrated Search

1980-04-01

This interim report is prepared to provide a review of the performance evaluation exhibited on twenty-three (23) experimental railroad-highway grade-crossing projects in the state of Louisiana. The railroad crossings were installed during a ten-year ...

16. MERRITT PARKWAY UNDER SPORT HILL ROAD, RAILING AND PYLON ...

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

16. MERRITT PARKWAY UNDER SPORT HILL ROAD, RAILING AND PYLON DETAILS. Photocopy of drawing (original in Connecticut Department of Transportation, Wethersfield); Connecticut State Highway Department, Approved February 1936. - Merritt Parkway, Bridge No. 744, Spanning Merritt Parkway at Route 59, Fairfield, Fairfield County, CT

Evaluation of a wayside horn at two highway-railroad grade crossings

DOT National Transportation Integrated Search

1996-10-08

In an effort to alert motorists and pedestrians to the presence of an approaching train and avoid accidents at highway-railroad grade crossings, locomotive engineers regularly sound a train-mounted horn as they approach the intersection. Locomotive e...

A national survey of commuter rail policy.

DOT National Transportation Integrated Search

2015-09-22

The research project will provided a detailed survey of the history and effectiveness of commuter rail policy in the United States. It will examine the means by which commuter rail policy is locally modified and re-employed in subsequent commuter rai...

Determination of Optimum Cross-section for Oran Highway Revetment

NASA Astrophysics Data System (ADS)

Sogut, E.; Velioglu, D.; Guler, I.

2016-12-01

Revetments are shore parallel, sloping coastal structures which are built to provide protection from the negative effects of the sea. The revetment mentioned in this study is located in the City of Oran, Algeria and is currently under construction. This study investigates the determination of the optimum revetment cross section for Oran highway, considering both the hydraulic stability of the revetment and economy. The existence of cliffs in the region and the settlement of the City of Oran created a necessity to re-align Oran highway; therefore, it was shifted towards the Gulf of Oran. Approximately 1 km of the highway is to be constructed on the Mediterranean Sea due to the new alignment. In order to protect the sea side of the road from the adverse effects of the sea, a revetment was designed. The proposed cross section had an armour layer composed of 23 tons of antifer units and regular placement of armour units was recommended. In order to check the hydraulic stability of the proposed section, physical model tests were performed in the laboratory of LEM (Laboratoire d'Etudes Maritimes) in Algeria, using the pre-determined design wave conditions. The physical model tests revealed that the trunk of the revetment was totaly damaged. Accordingly, the proposed section was found insufficient and certain modifications were required. The first modification was made in the arrangement of armour units, changing them from regular to irregular. After testing the new cross section, it was observed that the revetment was vulnerable to breaking wave attack due to the toe geometry and thus the toe of the revetment had to be re-shaped. Therefore, the second option was to reduce the toe elevation. It was observed that even though the revetment trunk was safe, the damage in the toe was not in acceptable limits. The new cross section was found insufficient and as the final option, the weight of the antifer units used in the armour layer was increased, the toe length of the

Evaluation of a pilot installation of an energy absorbing bridge rail.

DOT National Transportation Integrated Search

1978-01-01

A newly developed bridge rail which uses steel rings that collapse or deform to absorb the energy of an impacting vehicle was retrofitted to the concrete parapet of an existing interstate highway bridge. It was planned that the installation would be ...

Highway Accident Report: Highway/Rail Grade Crossing Collision Near Sycamore, South Carolina May 2, 1995

DOT National Transportation Integrated Search

1996-03-11

On May 2, 1995, a truck consisting of a tractor and a lowbed semitrailer became lodged on a high-profile (hump) railroad grade crossing near Sycamore, South Carolina. About 35 minutes later, the truck was struck by southbound Amtrak train No. 81 en r...

Effect of enhanced trackbed support on railway/highway at-grade crossing performance.

DOT National Transportation Integrated Search

2014-12-01

This report documents the long-term performance of 89 railway/highway at-grade crossings in : Kentucky and adjacent states that contain asphalt underlayment underneath the ballast. Asphalt : underlayment increases load carrying capacity for trains an...

San Joaquin, California, High-Speed Rail Grade Crossing Data Acquisition Characteristics, Methodology, and Risk Assessment

DOT National Transportation Integrated Search

2006-11-01

This report discusses data acquisition and analysis for grade crossing risk analysis at the proposed San Joaquin High-Speed Rail Corridor in San Joaquin, California, and documents the data acquisition and analysis methodologies used to collect and an...

The Dwight D. Eisenhower National System of Interstate and Defense Highways: The Road to Success?

ERIC Educational Resources Information Center

Blas, Elisheva

2010-01-01

The Dwight D. Eisenhower National System of Interstate and Defense Highways was an innovation that changed America. The highway system, the greatest public works project in American history, made travel faster, easier, and safer. However, there were serious negative effects of the highways; they hindered the growth of cities, destroyed…

Securing America’s Passenger-Rail Systems

DTIC Science & Technology

2007-01-01

around the world highlight the vulnerability of rail travel and the importance of rail security for these passengers. The use of passenger rail and...take to U.S. railways. Recent attacks on passenger-rail systems around the world highlight the vulnerability of rail travel and the importance of rail...rails (Boardman, 2005), making more than 3.5 billion trips (APTA, 2006).1 And these estimates do not count the passengers traveling on the National

MASH test 3-11 on the Texas T101 bridge rail

DOT National Transportation Integrated Search

2011-03-01

The Texas T101 bridge rail is widely used in the state of Texas. Previous testing demonstrated its ability to contain and redirect passenger cars and a 20,000-lb school bus. Based on this testing, the Federal Highway Administration accepted the T101 ...

Determination of Optimum Cross-section for Oran Highway Revetment

NASA Astrophysics Data System (ADS)

Velioglu, Deniz; Sogut, Erdinc; Guler, Isikhan

2017-04-01

Revetments are shore parallel, sloping coastal structures which are built to provide protection from the negative effects of the sea. The revetment mentioned in this study is located in the City of Oran, Algeria and is currently under construction. This study investigates the determination of the optimum revetment cross section for Oran highway, considering both the hydraulic stability of the revetment and economy. The existence of cliffs in the region and the settlement of the City of Oran created a necessity to re-align Oran highway; therefore, it was shifted towards the Gulf of Oran. Approximately 1 km of the highway is to be constructed on the Mediterranean Sea due to the new alignment. In order to protect the sea side of the road from the adverse effects of the sea, a revetment was designed. The proposed cross section had an armour layer composed of 23 tons of antifer units and regular placement of armour units was recommended. In order to check the hydraulic stability of the proposed section, physical model tests were performed in the laboratory of LEM (Laboratoire d'Etudes Maritimes) in Algeria, using the pre-determined design wave conditions. The physical model tests revealed that the trunk of the revetment was totaly damaged. Accordingly, the proposed section was found insufficient and certain modifications were required. The first modification was made in the arrangement of armour units, changing them from regular to irregular. After testing the new cross section, it was observed that the revetment was vulnerable to breaking wave attack due to the toe geometry and thus the toe of the revetment had to be re-shaped. Therefore, the second option was to reduce the toe elevation. It was observed that even though the revetment trunk was safe, the damage in the toe was not in acceptable limits. The new cross section was found insufficient and as the final option, the weight of the antifer units used in the armour layer was increased, the toe length of the

49 CFR 37.83 - Remanufacture of rail vehicles and purchase or lease of remanufactured rail vehicles by public...

Code of Federal Regulations, 2010 CFR

2010-10-01

... lease of remanufactured rail vehicles by public entities operating rapid or light rail systems. 37.83... operating rapid or light rail systems. (a) This section applies to any public entity operating a rapid or... operates a rapid or light rail system any segment of which is included on the National Register of Historic...

49 CFR 37.83 - Remanufacture of rail vehicles and purchase or lease of remanufactured rail vehicles by public...

Code of Federal Regulations, 2014 CFR

2014-10-01

... lease of remanufactured rail vehicles by public entities operating rapid or light rail systems. 37.83... operating rapid or light rail systems. (a) This section applies to any public entity operating a rapid or... operates a rapid or light rail system any segment of which is included on the National Register of Historic...

49 CFR 37.83 - Remanufacture of rail vehicles and purchase or lease of remanufactured rail vehicles by public...

Code of Federal Regulations, 2011 CFR

2011-10-01

... lease of remanufactured rail vehicles by public entities operating rapid or light rail systems. 37.83... operating rapid or light rail systems. (a) This section applies to any public entity operating a rapid or... operates a rapid or light rail system any segment of which is included on the National Register of Historic...

49 CFR 37.83 - Remanufacture of rail vehicles and purchase or lease of remanufactured rail vehicles by public...

Code of Federal Regulations, 2013 CFR

2013-10-01

... lease of remanufactured rail vehicles by public entities operating rapid or light rail systems. 37.83... operating rapid or light rail systems. (a) This section applies to any public entity operating a rapid or... operates a rapid or light rail system any segment of which is included on the National Register of Historic...

49 CFR 37.83 - Remanufacture of rail vehicles and purchase or lease of remanufactured rail vehicles by public...

Code of Federal Regulations, 2012 CFR

2012-10-01

... lease of remanufactured rail vehicles by public entities operating rapid or light rail systems. 37.83... operating rapid or light rail systems. (a) This section applies to any public entity operating a rapid or... operates a rapid or light rail system any segment of which is included on the National Register of Historic...

Air pollution due to traffic, air quality monitoring along three sections of National Highway N-5, Pakistan.

PubMed

Ali, Mahboob; Athar, Makshoof

2008-01-01

Transportation system has contributed significantly to the development of human civilization; on the other hand it has an enormous impact on the ambient air quality in several ways. In this paper the air and noise pollution at selected sites along three sections of National Highway was monitored. Pakistan National Highway Authority has started a Highway Improvement program for rehabilitations and maintenance of National highways to improve the traffic flows, and would ultimately improve the air quality along highways. The ambient air quality and noise level was monitored at nine different locations along these sections of highways to quantify the air pollution. The duration of monitoring at individual location was 72 h. The most of the sampling points were near the urban or village population, schools or hospitals, in order to quantify the air pollution at most affected locations along these roads. A database consisting of information regarding the source of emission, local metrology and air quality may be created to assess the profile of air quality in the area.

Intercity passenger rail : assessing the benefits of increased federal funding for Amtrak and high-speed passenger rail systems

DOT National Transportation Integrated Search

2001-03-21

The Rail Passenger Service Act of 1970 created Amtrak to provide intercity passenger rail service. Like other major national intercity passenger rail systems in the world, Amtrak has received substantial government support-nearly $24 billion for capi...

Determination of Residual Stresses in Rails

DOT National Transportation Integrated Search

1983-05-01

A destructive sectioning technique for measuring the complete three-dimensional residual stresses in a rail cross section was developed. The technique was applied to four tangent rail specimens: two 136-pound specimens were taken from FAST (Facility ...

Analyses of interactions between the marine terminal and highway operations : final report.

DOT National Transportation Integrated Search

2014-04-01

Changes in vessel sizes arriving at United States ports may influence the operating regimes and schedules at the port terminals However, the impacts to highway and rail operations outside of the port terminals because of changing port terminal operat...

Recovery act : states' use of highway infrastructure funds and compliance with the act's requirements.

DOT National Transportation Integrated Search

2009-01-01

The American Recovery and Reinvestment Act of 2009 (Recovery Act) included more than $48 billion for the Department of Transportations (DOT) investment in transportation infrastructure, including highways, rail, and transit. This testimonybased...

49 CFR Appendix A to Part 222 - Approved Supplementary Safety Measures

Code of Federal Regulations, 2014 CFR

2014-10-01

... RAILROAD ADMINISTRATION, DEPARTMENT OF TRANSPORTATION USE OF LOCOMOTIVE HORNS AT PUBLIC HIGHWAY-RAIL GRADE... safety measures (SSMs) that may be installed at highway-rail grade crossings within quiet zones for risk... research and demonstration projects are completed and data is gathered and refined. Sections B and C govern...

49 CFR Appendix A to Part 222 - Approved Supplementary Safety Measures

Code of Federal Regulations, 2012 CFR

2012-10-01

... RAILROAD ADMINISTRATION, DEPARTMENT OF TRANSPORTATION USE OF LOCOMOTIVE HORNS AT PUBLIC HIGHWAY-RAIL GRADE... safety measures (SSMs) that may be installed at highway-rail grade crossings within quiet zones for risk... research and demonstration projects are completed and data is gathered and refined. Sections B and C govern...

49 CFR Appendix A to Part 222 - Approved Supplementary Safety Measures

Code of Federal Regulations, 2011 CFR

2011-10-01

... RAILROAD ADMINISTRATION, DEPARTMENT OF TRANSPORTATION USE OF LOCOMOTIVE HORNS AT PUBLIC HIGHWAY-RAIL GRADE... safety measures (SSMs) that may be installed at highway-rail grade crossings within quiet zones for risk... research and demonstration projects are completed and data is gathered and refined. Sections B and C govern...

49 CFR Appendix A to Part 222 - Approved Supplementary Safety Measures

Code of Federal Regulations, 2013 CFR

2013-10-01

... RAILROAD ADMINISTRATION, DEPARTMENT OF TRANSPORTATION USE OF LOCOMOTIVE HORNS AT PUBLIC HIGHWAY-RAIL GRADE... safety measures (SSMs) that may be installed at highway-rail grade crossings within quiet zones for risk... research and demonstration projects are completed and data is gathered and refined. Sections B and C govern...

Contributing factors of crash injury severity at public highway-railroad grade crossings in the U.S.

PubMed

Haleem, Kirolos; Gan, Albert

2015-06-01

The Moving Ahead for Progress in the 21st Century (MAP-21) includes a separate program that supports safety improvements to reduce the number of fatalities and injuries at public highway-railroad grade crossings (HRGCs). This study identifies the significant factors affecting crash injury severity at public HRGCs in the United States. Crashes from 2009 through 2013 on 5,528 public HRGCs, extracted from the Federal Railroad Administration database, were used in the analysis. A comprehensive list of risk factors was explored. Examples include predictors related to geographic region of crash, geometry (e.g., area type and pavement marking type), railroad (e.g., warning device type and railroad class), traffic (e.g., train speed and vehicles annual average daily traffic "AADT"), highway user (e.g., driver age and gender), and environment (e.g., lighting and weather conditions). The study used the mixed logit model to better capture the complex highway user behavior at HRGCs. Female highway users were at higher risk of involvement in injuries and fatalities compared to males. Higher train speeds, very old drivers, open areas, concrete road surface types, and railroad equipment striking highway users before crash, were all found to increase the injury likelihood. On the other hand, young and middle-age drivers, non-passing of standing vehicles at HRGCs, industrial areas, and presence of warning bells were found to reduce injuries and fatalities. The mixed logit model succeeded in identifying contributing factors of crash severity at public HRGCs and potential countermeasures to reduce both fatalities and injuries are suggested. It is important to install warning bells at public HRGCs, especially at those with high number of injury and fatality crashes. Enforcement of traffic nearby HRGCs is necessary to prevent vehicles from overtaking of standing vehicles. Copyright © 2015 Elsevier Ltd. and National Safety Council. Published by Elsevier Ltd. All rights reserved.

23 CFR Appendix D to Subpart A of... - Guidance Criteria for Evaluating Requests for Modifications to the National Highway System

Code of Federal Regulations, 2012 CFR

2012-04-01

... 23 Highways 1 2012-04-01 2012-04-01 false Guidance Criteria for Evaluating Requests for Modifications to the National Highway System D Appendix D to Subpart A of Part 470 Highways FEDERAL HIGHWAY ADMINISTRATION, DEPARTMENT OF TRANSPORTATION PLANNING AND RESEARCH HIGHWAY SYSTEMS Federal-aid Highway Systems Pt...

23 CFR Appendix D to Subpart A of... - Guidance Criteria for Evaluating Requests for Modifications to the National Highway System

Code of Federal Regulations, 2013 CFR

2013-04-01

... 23 Highways 1 2013-04-01 2013-04-01 false Guidance Criteria for Evaluating Requests for Modifications to the National Highway System D Appendix D to Subpart A of Part 470 Highways FEDERAL HIGHWAY ADMINISTRATION, DEPARTMENT OF TRANSPORTATION PLANNING AND RESEARCH HIGHWAY SYSTEMS Federal-aid Highway Systems Pt...

23 CFR Appendix D to Subpart A of... - Guidance Criteria for Evaluating Requests for Modifications to the National Highway System

Code of Federal Regulations, 2014 CFR

2014-04-01

... 23 Highways 1 2014-04-01 2014-04-01 false Guidance Criteria for Evaluating Requests for Modifications to the National Highway System D Appendix D to Subpart A of Part 470 Highways FEDERAL HIGHWAY ADMINISTRATION, DEPARTMENT OF TRANSPORTATION PLANNING AND RESEARCH HIGHWAY SYSTEMS Federal-aid Highway Systems Pt...

HVOSM Studies of Cross-Slope Break on Highway Curves. Phase II Task C

DOT National Transportation Integrated Search

1982-05-01

This research was conducted to investigate the operational effects of cross-slope breaks on highway curves. These breaks are created by the superelevation of the traveled way and the adverse shoulder slope. HVOSM simulation studies were performed on ...

49 CFR 222.39 - How is a quiet zone established?

Code of Federal Regulations, 2010 CFR

2010-10-01

...-rail grade crossings within the quiet zone, the State agency responsible for highway and road safety... for highway and road safety; the State agency responsible for grade crossing safety; and the Associate..., and the State agency responsible for highway and road safety stating that the railroad, vehicular...

49 CFR 222.39 - How is a quiet zone established?

Code of Federal Regulations, 2011 CFR

2011-10-01

...-rail grade crossings within the quiet zone, the State agency responsible for highway and road safety... for highway and road safety; the State agency responsible for grade crossing safety; and the Associate..., and the State agency responsible for highway and road safety stating that the railroad, vehicular...

Genetic algorithm-based stochastic optimization for preempted signals at highway railroad grade crossing.

DOT National Transportation Integrated Search

2013-09-01

Decreasing the number of accidents at highway-railway grade crossings (HRGCs) is an important goal in the transportation field. The preemption of traffic signal operations at HRGCs is widely used to prevent accidents by clearing vehicles off the trac...

National Highway Traffic Safety Administration Corporate Average Fuel Economy (CAFE) Standards

DOT National Transportation Integrated Search

2003-01-01

The National Highway Traffic Safety Administration (NHTSA) must set Corporate Average Fuel Economy (CAFE) standards for light trucks. This was authorized by the Energy Policy and Conservation Act, which added Title V: Imporving Automotive Fuel Effici...

Legal Effects of Use of Innovative Equipment at Railroad-Highway Grade Crossings on Railroad's Accident Liability

DOT National Transportation Integrated Search

1979-10-01

This report discusses the effect on a railroad's legal liability for railroad-highway grade crossing accident costs when that railroad uses innovative grade crossing safety equipment. Its purpose is to evaluate the assertion that a railroad's use of ...

Using multi-scale distribution and movement effects along a montane highway to identify optimal crossing locations for a large-bodied mammal community

PubMed Central

Römer, Heinrich; Germain, Ryan R.

2013-01-01

Roads are a major cause of habitat fragmentation that can negatively affect many mammal populations. Mitigation measures such as crossing structures are a proposed method to reduce the negative effects of roads on wildlife, but the best methods for determining where such structures should be implemented, and how their effects might differ between species in mammal communities is largely unknown. We investigated the effects of a major highway through south-eastern British Columbia, Canada on several mammal species to determine how the highway may act as a barrier to animal movement, and how species may differ in their crossing-area preferences. We collected track data of eight mammal species across two winters, along both the highway and pre-marked transects, and used a multi-scale modeling approach to determine the scale at which habitat characteristics best predicted preferred crossing sites for each species. We found evidence for a severe barrier effect on all investigated species. Freely-available remotely-sensed habitat landscape data were better than more costly, manually-digitized microhabitat maps in supporting models that identified preferred crossing sites; however, models using both types of data were better yet. Further, in 6 of 8 cases models which incorporated multiple spatial scales were better at predicting preferred crossing sites than models utilizing any single scale. While each species differed in terms of the landscape variables associated with preferred/avoided crossing sites, we used a multi-model inference approach to identify locations along the highway where crossing structures may benefit all of the species considered. By specifically incorporating both highway and off-highway data and predictions we were able to show that landscape context plays an important role for maximizing mitigation measurement efficiency. Our results further highlight the need for mitigation measures along major highways to improve connectivity between mammal

Using multi-scale distribution and movement effects along a montane highway to identify optimal crossing locations for a large-bodied mammal community.

PubMed

Schuster, Richard; Römer, Heinrich; Germain, Ryan R

2013-01-01

Roads are a major cause of habitat fragmentation that can negatively affect many mammal populations. Mitigation measures such as crossing structures are a proposed method to reduce the negative effects of roads on wildlife, but the best methods for determining where such structures should be implemented, and how their effects might differ between species in mammal communities is largely unknown. We investigated the effects of a major highway through south-eastern British Columbia, Canada on several mammal species to determine how the highway may act as a barrier to animal movement, and how species may differ in their crossing-area preferences. We collected track data of eight mammal species across two winters, along both the highway and pre-marked transects, and used a multi-scale modeling approach to determine the scale at which habitat characteristics best predicted preferred crossing sites for each species. We found evidence for a severe barrier effect on all investigated species. Freely-available remotely-sensed habitat landscape data were better than more costly, manually-digitized microhabitat maps in supporting models that identified preferred crossing sites; however, models using both types of data were better yet. Further, in 6 of 8 cases models which incorporated multiple spatial scales were better at predicting preferred crossing sites than models utilizing any single scale. While each species differed in terms of the landscape variables associated with preferred/avoided crossing sites, we used a multi-model inference approach to identify locations along the highway where crossing structures may benefit all of the species considered. By specifically incorporating both highway and off-highway data and predictions we were able to show that landscape context plays an important role for maximizing mitigation measurement efficiency. Our results further highlight the need for mitigation measures along major highways to improve connectivity between mammal

Rail Integrity Experience on the Washington Metro System

DOT National Transportation Integrated Search

2016-04-12

The Washington Metropolitan Area Transit Authority (WMATA) provides passenger rail service to the nations capital. Although the rail system carries only passenger trains, the rail integrity issues that WMATA must manage are similar to those that f...

Bridge rail and approach railing for low-volume roads in Iowa : tech transfer summary, March 2010.

DOT National Transportation Integrated Search

2010-03-01

The primary objective of the research summarized below was to describe the state of the practice regarding the nations bridge rails and approach guardrails and to perform a statewide crash analysis involving bridge rails and approach guardrails on...

Highway infrastructure : FHWA's model for estimating highway needs is generally reasonable, despite limitations

DOT National Transportation Integrated Search

2000-06-01

The Highway Economic Requirements System (HERS) computer model estimates investment requirements for the nation's highways by adding together the costs of highway improvements that the model's benefit-cost analyses indicate are warranted. In making i...

Peer Review Of The National Highway Traffic Safety Administration Program, Workshop Proceedings

DOT National Transportation Integrated Search

1995-12-11

THE NATIONAL HIGHWAY TRAFFIC SAFETY ADMINISTRATION PREPARED AN INTELLIGENT TRANSPORTATION SYSTEMS PROGRAM PLAN AS PART OF THE EARLY PLANNING FOR THE INTELLIGENT TRANSPORTATION SYSTEM (ITS) WORK WITHIN THE DEPARTMENT OF TRANSPORTATION. COMMERCIALIZATI...

MASH TL-3 testing and evaluation of the TXDOT T131RC bridge rail transition.

DOT National Transportation Integrated Search

2013-03-01

This project designed and crash tested a transition design for the Texas Department of Transportation (TxDOT) T131RC Bridge Rail that would meet the strength and safety performance criteria for Test Level 3 of American Association of State Highway Of...

Dynamic vehicle-track interaction in switches and crossings and the influence of rail pad stiffness - field measurements and validation of a simulation model

NASA Astrophysics Data System (ADS)

Pålsson, Björn A.; Nielsen, Jens C. O.

2015-06-01

A model for simulation of dynamic interaction between a railway vehicle and a turnout (switch and crossing, S&C) is validated versus field measurements. In particular, the implementation and accuracy of viscously damped track models with different complexities are assessed. The validation data come from full-scale field measurements of dynamic track stiffness and wheel-rail contact forces in a demonstrator turnout that was installed as part of the INNOTRACK project with funding from the European Union Sixth Framework Programme. Vertical track stiffness at nominal wheel loads, in the frequency range up to 20 Hz, was measured using a rolling stiffness measurement vehicle (RSMV). Vertical and lateral wheel-rail contact forces were measured by an instrumented wheel set mounted in a freight car featuring Y25 bogies. The measurements were performed for traffic in both the through and diverging routes, and in the facing and trailing moves. The full set of test runs was repeated with different types of rail pad to investigate the influence of rail pad stiffness on track stiffness and contact forces. It is concluded that impact loads on the crossing can be reduced by using more resilient rail pads. To allow for vehicle dynamics simulations at low computational cost, the track models are discretised space-variant mass-spring-damper models that are moving with each wheel set of the vehicle model. Acceptable agreement between simulated and measured vertical contact forces at the crossing can be obtained when the standard GENSYS track model is extended with one ballast/subgrade mass under each rail. This model can be tuned to capture the large phase delay in dynamic track stiffness at low frequencies, as measured by the RSMV, while remaining sufficiently resilient at higher frequencies.

Evaluation of the Buckeye Crossbuck at public, passive railroad/highway grade crossings in Ohio.

DOT National Transportation Integrated Search

2000-12-01

Two new crossbuck designs for use at passive Railroad/Highway Grade Crossings (RRX) were evaluated. The Standard Improved and the Buckeye crossbuck were evaluated on a state-wide basis in Ohio with respect to their potential to alter driver risk taki...

National Assessment of Urban Rail Noise

DOT National Transportation Integrated Search

1979-03-01

This report summarizes seven individual noise assessments of the urban rail transit systems in Boston, New York City, Philadelphia, Lindenwold (N.J.), Cleveland, Chicago, and San Francisco. The assessments were performed by DOT and contractor researc...

Volume balance and toxicity analysis of highway storm water discharge from Cross Lake Bridge : technical summary report.

DOT National Transportation Integrated Search

2009-09-01

The Cross Lake Bridge is approximately 10,000 feet long and spans Cross Lake. It is part of : Interstate 220 that bypasses Shreveport, Louisiana from Interstate 20, the longest interstate : highway in the country and heavily traveled by both car and ...

Methodology for safety optimization of highway cross-sections for horizontal curves with restricted sight distance.

PubMed

Ibrahim, Shewkar E; Sayed, Tarek; Ismail, Karim

2012-11-01

Several earlier studies have noted the shortcomings with existing geometric design guides which provide deterministic standards. In these standards the safety margin of the design output is generally unknown and there is little knowledge of the safety implications of deviating from the standards. To mitigate these shortcomings, probabilistic geometric design has been advocated where reliability analysis can be used to account for the uncertainty in the design parameters and to provide a mechanism for risk measurement to evaluate the safety impact of deviations from design standards. This paper applies reliability analysis for optimizing the safety of highway cross-sections. The paper presents an original methodology to select a suitable combination of cross-section elements with restricted sight distance to result in reduced collisions and consistent risk levels. The purpose of this optimization method is to provide designers with a proactive approach to the design of cross-section elements in order to (i) minimize the risk associated with restricted sight distance, (ii) balance the risk across the two carriageways of the highway, and (iii) reduce the expected collision frequency. A case study involving nine cross-sections that are parts of two major highway developments in British Columbia, Canada, was presented. The results showed that an additional reduction in collisions can be realized by incorporating the reliability component, P(nc) (denoting the probability of non-compliance), in the optimization process. The proposed approach results in reduced and consistent risk levels for both travel directions in addition to further collision reductions. Copyright © 2012 Elsevier Ltd. All rights reserved.

National highway system connectors to freight facilities in the Delaware Valley region

DOT National Transportation Integrated Search

2001-10-01

DVRPC conducted a study of important roadway connections between the National Highway System and 12 key intermodal freight terminals (or clusters of freight facilities) to assist the planning needs of the Delaware Valley Goods Movement Task Force.

23 CFR Appendix D to Subpart A of... - Guidance Criteria for Evaluating Requests for Modifications to the National Highway System

Code of Federal Regulations, 2010 CFR

2010-04-01

... 23 Highways 1 2010-04-01 2010-04-01 false Guidance Criteria for Evaluating Requests for Modifications to the National Highway System D Appendix D to Subpart A of Part 470 Highways FEDERAL HIGHWAY.... 470, Subpt. A, App. D Appendix D to Subpart A of Part 470—Guidance Criteria for Evaluating Requests...

38. LANDSCAPE HIGHWAY VIEW, OREGON STATE HIGHWAY 199. JOSPHINE COUNTY, ...

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

38. LANDSCAPE HIGHWAY VIEW, OREGON STATE HIGHWAY 199. JOSPHINE COUNTY, OREGON. REEVES CREEK (WHERE ROAD WIDENS) 4 MILES NE OF CAVE JUNCTION. LOOKING S. - Redwood National & State Parks Roads, California coast from Crescent City to Trinidad, Crescent City, Del Norte County, CA

National Highway Safety Administration. Automatic collision notice field test summary.

PubMed

2001-10-01

From 1995 to 2000, the National Highway Traffic Safety Administration (NHTSA) sponsored an initiative to create and operate an Automatic Collision Notification (ACN) system on a demonstration basis in a rural area to provide faster and smarter emergency medical responses and in an attempt to save lives and reduce disabilities from injuries. This article is a brief summary of that demonstration.

The National Highway Traffic Safety Administration Traffic Safety Plan for Older Persons

DOT National Transportation Integrated Search

1993-03-01

This 1993 research serves as a follow-up to the National Highway Traffic Safety Administration plan in 1988 that indicates that older drivers are overrepresented in crashes at intersections and during certain hours of the day, that they are underrepr...

Stream stability at highway structures.

DOT National Transportation Integrated Search

1995-11-01

This document provides guidelines for identifying stream instability problems at highway stream crossings and for the selection and design of appropriate countermeasures to mitigate potential damages to bridges and other highway components at stream ...

Illinois highway statistics sheet : 1999

DOT National Transportation Integrated Search

2000-01-01

Data available on Population, Licensed Drivers, Vehciles registered, Annual Vehicle Miles of Travel, Gallons of Fuel Consumed, Miles of Highways & Streets, Highway Structures Greater Than 20', Public Railroad Grade Crossings, and Private Railroad Gra...

Illinois highway statistics sheet : 2004

DOT National Transportation Integrated Search

2005-01-01

Data available on Population, Licensed Drivers, Vehciles Registered, Annual Vehicle Miles of Travel, Gallons of Fuel Consumed, Miles of Highways & Streets, Highway Structures Greater Than 20', Public Railroad Grade Crossings, and Private Railroad Gra...

Illinois highway statistics sheet : 2003

DOT National Transportation Integrated Search

2004-01-01

Data available on Population, Licensed Drivers, Vehciles Registered, Annual Vehicle Miles of Travel, Gallons of Fuel Consumed, Miles of Highways & Streets, Highway Structures Greater Than 20', Public Railroad Grade Crossings, and Private Railroad Gra...

Illinois highway statistics sheet : 2002

DOT National Transportation Integrated Search

2003-01-01

Data available on Population, Licensed Drivers, Vehciles Registered, Annual Vehicle Miles of Travel, Gallons of Fuel Consumed, Miles of Highways & Streets, Highway Structures Greater Than 20', Public Railroad Grade Crossings, and Private Railroad Gra...

Evaluation of LED Sign Technology at a Passive Highway-Rail Grade Crossing

DOT National Transportation Integrated Search

2016-02-01

The U.S. Department of Transportations (DOT) John A. Volpe National Transportation Systems Center (Volpe Center), under the direction of DOTs Federal Railroad Administration (FRA) Office of Research, Development, and Technology (ORD), conducted...

Fire Safety Countermeasures for Urban Rail Vehicles

DOT National Transportation Integrated Search

1992-07-01

The Volpe National Transportation Systems Center (VNTSC) has analyzed transit system fire statistics to learn how often fire and smoke incidents occur on rail transit systems. While the threat of fire accounts for only a small percentage of all rail ...

Evaluation of intrusion detection technologies for high speed rail grade crossings : final report.

DOT National Transportation Integrated Search

2003-12-01

The rail industry is in the process of developing a prototype system for high speed rail. One of the concerns when using high speed rail is the danger of obstructions on the track. This level of danger is much higher than with traditional railway veh...

Safety of highway-railroad grade crossings : use of auxiliary external alerting devices to improve locomotive conspicuity.

DOT National Transportation Integrated Search

1995-07-31

Historically, highway-railroad grade crossings have represented a major hazard to motor vehicle drivers. The Federal Railroad Administration (FRA), U.S. Department of Transportation (USDOT) has initiated a comprehensive research program to address gr...

49 CFR 234.245 - Signs.

Code of Federal Regulations, 2010 CFR

2010-10-01

... Maintenance Standards § 234.245 Signs. Each sign mounted on a highway-rail grade crossing signal post shall be maintained in good condition and be visible to the highway user. Inspections and Tests ...

49 CFR Appendix A to Part 211 - Statement of Agency Policy Concerning Waivers Related to Shared Use of Trackage or Rights-of-Way...

Code of Federal Regulations, 2012 CFR

2012-10-01

... rail crossing at grade, a shared method of train control, or shared highway-rail grade crossings. 4... waiver petitions, a Petition for Approval of Shared Use will be reviewed by the Safety Board. A non.... You should explain the nature of such simultaneous joint use, the system of train control, the...

49 CFR Appendix A to Part 211 - Statement of Agency Policy Concerning Waivers Related to Shared Use of Trackage or Rights-of-Way...

Code of Federal Regulations, 2014 CFR

2014-10-01

... not designed to be used in situations where there is a reasonable likelihood of a collision with much... rail crossing at grade, a shared method of train control, or shared highway-rail grade crossings. 4.... You should explain the nature of such simultaneous joint use, the system of train control, the...

Rail inspection system based on iGPS

NASA Astrophysics Data System (ADS)

Fu, Xiaoyan; Wang, Mulan; Wen, Xiuping

2018-05-01

Track parameters include gauge, super elevation, cross level and so on, which could be calculated through the three-dimensional coordinates of the track. The rail inspection system based on iGPS (indoor/infrared GPS) was composed of base station, receiver, rail inspection frame, wireless communication unit, display and control unit and data processing unit. With the continuous movement of the inspection frame, the system could accurately inspect the coordinates of rail; realize the intelligent detection and precision measurement. According to principle of angle intersection measurement, the inspection model was structured, and detection process was given.

Experimental evaluation of retroreflective markings on rail cars at highway-railroad grade crossings

DOT National Transportation Integrated Search

1998-10-20

Every year in the United States, hundreds of accidents occur at grade crossings due to motor vehicles colliding with trains. Some of these accidents take place at night in rural areas. One proposed solution to prevent such accidents involves mounting...

The technical feasibility of high-speed rail lines along interstate highways in Virginia.

DOT National Transportation Integrated Search

1984-01-01

To show the trend toward modern high-speed rail systems, an overview of recent developments in the subject is presented. Countries as Japan, France, Germany, England, and Canada, as well as the United States, are actively involved, with Japan and Fra...

77 FR 17121 - RailAmerica, Inc., Palm Beach Rail Holding, Inc., RailAmerica Transportation Corp., RailTex, Inc...

Federal Register 2010, 2011, 2012, 2013, 2014

2012-03-23

... Group, LLC, and RR Acquisition Holding, LLC--Control Exemption--Wellsboro & Corning Railroad, LLC Rail.... (RTC), RailTex, Inc. (RailTex), Fortress Investment Group, LLC (Fortress), and RR Acquisition Holding... acquire indirect control of the Wellsboro & Corning Railroad, LLC (W&C), a Class III rail carrier, through...

49 CFR Appendix A to Part 211 - Statement of Agency Policy Concerning Waivers Related to Shared Use of Trackage or Rights-of-Way...

Code of Federal Regulations, 2013 CFR

2013-10-01

... not designed to be used in situations where there is a reasonable likelihood of a collision with much... rail crossing at grade, a shared method of train control, or shared highway-rail grade crossings. 4... waiver petitions, a Petition for Approval of Shared Use will be reviewed by the Safety Board. A non...

Sexing California Clapper Rails using morphological measurements

USGS Publications Warehouse

Overton, Cory T.; Casazza, Michael L.; Takekawa, John Y.; Rohmer, Tobias M.

2009-01-01

California Clapper Rails (Rallus longirostris obsoletus) have monomorphic plumage, a trait that makes identification of sex difficult without extensive behavioral observation or genetic testing. Using 31 Clapper Rails (22 females, 9 males), caught in south San Francisco Bay, CA, and using easily measurable morphological characteristics, we developed a discriminant function to distinguish sex. We then validated this function on 33 additional rails. Seven morphological measurements were considered, resulting in three which were selected in the discriminate function: culmen length, tarsometatarsus length, and flat wing length. We had no classification errors for the development or testing datasets either with resubstitution or cross-validation procedures. Male California Clapper Rails were 6-22% larger than females for individual morphological traits, and the largest difference was in body mass.  Variables in our discriminant function closely match variables developed for sexing Clapper Rails of Gulf Coast populations. However, a universal discriminant function to sex all Clapper Rail subspecies is not likely because of large and inconsistent differences in morphological traits among subspecies. 

Analysis of alternative modifications for reducing backwater at the Interstate Highway 10 crossing of the Pearl River near Slidell, Louisiana

USGS Publications Warehouse

Wiche, Gregg J.; Gilbert, J.J.; Froehlich, David C.; Lee, Jonathan K.

1988-01-01

In April 1979 and April 1980, major flooding along the lower Pearl River caused extensive damage to homes located on the flood plain in the Slidell, Louisiana, area. In response to questions about causes of these floods and means of mitigating future floods, the U.S. Geological Survey, in cooperation with the Louisiana Department of Transportation and Development, Office of Highways, and the U.S. Department of Transportation, Federal Highway Administration, used a two-dimensional finite-element surface-water flow-modeling system to study the effect of four alternative modifications for improving the hydraulic characteristics of the Interstate Highway 10 crossing of the flood plain near Slidell. The analysis used the model's capability to simulate changes in flood-plain topography, flood-plain vegetative cover, and highway-embankment geometry. Compared with the existing highway crossing, the four alternative modifications reduce backwater and average velocities through bridge openings for a flood of the magnitude of the 1980 flood. The four alternatives also eliminate roadway overtopping during such a flood. For the four modifications, maximum backwater on the west side of the flood plain ranges from 0.3 to 1.1 feet and on the east side from 0.3 to 0.7 foot. Results of the alternative-model simulations show that backwater is greater on the west side of the flood plain than on the east side, but upstream from Interstate Highway 10 backwater decreases more rapidly in the upstream direction on the west side of the flood plain than on the east side. Downstream from Interstate Highway 10, modeling of the four alternatives indicates that backwater and drawdown still occur on the east and west sides of the flood plain, respectively, but are less than the values computed for the April 1980 flood with Interstate Highway 10 in place. In addition to other highway-crossing modifications, alternatives 2 and 3 include simulation of a new 2,000-foot bridge opening, and

Highway Fuel Economy Study

DOT National Transportation Integrated Search

1981-06-01

In 1979, the National Highway Traffic Safety Administration (NHTSA) with support from the Federal Highway Administration (FHWA), convened a Task Force to develop a base of information on the effects of the 55 MPH speed limit. This report addresses th...

Evaluation of the Buckeye Crossbuck at public, passive railroad/highway grade crossings in Ohio : executive summary.

DOT National Transportation Integrated Search

2000-12-01

Two new crossbuck designs for use at passive Railroad/Highway Grade Crossings (RRX) were evaluated. : The Standard Improved and the Buckeye crossbuck were evaluated on a state-wide basis in Ohio with : respect to their potential to alter driver risk ...

Potential means of cost reduction in grade crossing automatic gate systems. volume I : overview and low cost railroad/highway grade crossing gate systems

DOT National Transportation Integrated Search

1977-02-28

This report, Volume I of a two-volume study, examines the potential for reduction of the cost of installing and maintaining automatic gates at railroad-highway grade crossings. It comprises a general overview; a review of current practices, equipment...

Testing of New Bridge Rail and Transition Designs Vol. XIII Appendix L 32-in (813-mm) Thrie-Beam Transition

DOT National Transportation Integrated Search

1997-06-01

This report presents the results of a State Planning and Research (SP&R) pooled-fund study to develop safer bridge rail and transition designsThis pooled-fund study was sponsored by the Federal Highway Administration, 23 States, and the District of C...

Guaranteed Ride Home: Taking the Worry Out of Ridesharing

DOT National Transportation Integrated Search

1986-07-01

The Highway Safety Acts of 1973 and 1976 and the Surface Transportation Acts of 1978 and 1982 provide funding authorizations for individual states to improve safety at public rail-highway crossings. Safety improvements frequently consist of the insta...

76 FR 6690 - Highway Systems; Technical Correction

Federal Register 2010, 2011, 2012, 2013, 2014

2011-02-08

...-2011-0003] RIN 2125-AF35 Highway Systems; Technical Correction AGENCIES: Federal Highway Administration... correction to the regulations that govern the designation of routes on the National Highway System and the Dwight D. Eisenhower System of Interstate and Defense Highways. The amendments contained herein make no...

Highway bridges in the United States--an overview

DOT National Transportation Integrated Search

2007-09-01

Bridges are an integral part of the U.S. highway network, providing links across natural barriers, passage over railroads and highways, and freeway connections. The Federal Highway Administration (FHWA) maintains a database of our nations highway ...

FHWA highway construction noise handbook

DOT National Transportation Integrated Search

2006-08-01

The John A. Volpe National Transportation Systems Center Acoustics Facility (VCAF), in support of the Federal Highway Administration (FHWA) Office of Natural and Human Environment, has developed the Highway Construction Noise Handbook (the Handbook)....

Effects of anchoring and arc structure on the control authority of a rail plasma actuator

NASA Astrophysics Data System (ADS)

Choi, Young-Joon; Gray, Miles; Sirohi, Jayant; Raja, Laxminarayan L.

2017-09-01

Experiments were conducted on a rail plasma actuator (RailPAc) with different electrode cross sections (rails or rods) to assess methods to improve the actuation authority, defined as the impulse generated for a given electrical input. The arc was characterized with electrical measurements and high-speed images, while impulse measurements quantified the actuation authority. A RailPAc power supply capable of delivering  ∼1 kA of current at  ∼100 V was connected to rod electrodes (free-floating with circular cross-section) and rail electrodes (flush-mounted in a flat plate with rectangular cross-section). High-speed images show that the rail electrodes cause the arc to anchor itself to the anode electrode and transit in discrete jumps, while rod electrodes permit the arc to transit smoothly without anchoring. The impulse measurements reveal that the anchoring reduces the actuation authority by  ∼21% compared to a smooth transit, and the effect of anchoring can be suppressed by reducing the gap between the rails to 2 mm. The study further demonstrates that if a smooth transit is achieved, the control authority can be increased with a larger gap and larger arc current. In conclusion, the actuation authority of a RailPAc can be maximized by carefully choosing a gap width that prevents anchoring. Further study is warranted to increase the RailPAc actuation authority by introducing multiple turns of wires beneath the RailPAc to augment the induced magnetic field.

Traffic incident management handbook

DOT National Transportation Integrated Search

1986-09-01

The full-text of this handbook is available online in PDF format, with a link from the Federal Railroad Administration home page. Rail-highway grade crossing safety and operational problems involve two components-the highway and the railroad. The hig...

23 CFR 973.212 - Indian lands safety management system (SMS).

Code of Federal Regulations, 2011 CFR

2011-04-01

... HIGHWAYS MANAGEMENT SYSTEMS PERTAINING TO THE BUREAU OF INDIAN AFFAIRS AND THE INDIAN RESERVATION ROADS... hardware including signs, guardrails, and lighting appurtenances (including terminals); and (iii) Traffic...-rail crossing warning devices, signs, highway elements, and operational features where appropriate; (ii...

23 CFR 973.212 - Indian lands safety management system (SMS).

Code of Federal Regulations, 2012 CFR

2012-04-01

... HIGHWAYS MANAGEMENT SYSTEMS PERTAINING TO THE BUREAU OF INDIAN AFFAIRS AND THE INDIAN RESERVATION ROADS... hardware including signs, guardrails, and lighting appurtenances (including terminals); and (iii) Traffic...-rail crossing warning devices, signs, highway elements, and operational features where appropriate; (ii...

23 CFR 973.212 - Indian lands safety management system (SMS).

Code of Federal Regulations, 2013 CFR

2013-04-01

... HIGHWAYS MANAGEMENT SYSTEMS PERTAINING TO THE BUREAU OF INDIAN AFFAIRS AND THE INDIAN RESERVATION ROADS... hardware including signs, guardrails, and lighting appurtenances (including terminals); and (iii) Traffic...-rail crossing warning devices, signs, highway elements, and operational features where appropriate; (ii...

23 CFR 973.212 - Indian lands safety management system (SMS).

Code of Federal Regulations, 2014 CFR

2014-04-01

... HIGHWAYS MANAGEMENT SYSTEMS PERTAINING TO THE BUREAU OF INDIAN AFFAIRS AND THE INDIAN RESERVATION ROADS... hardware including signs, guardrails, and lighting appurtenances (including terminals); and (iii) Traffic...-rail crossing warning devices, signs, highway elements, and operational features where appropriate; (ii...

Aftertreatment Technologies for Off-Highway Heavy-Duty Diesel Engines

DOE Office of Scientific and Technical Information (OSTI.GOV)

Kass, M.D.

2008-07-15

The objective of this program was to explore a combination of advanced injection control and urea-selective catalytic reduction (SCR) to reduce the emissions of oxides of nitrogen (NOx) and particulate matter (PM) from a Tier 2 off-highway diesel engine to Tier 3 emission targets while maintaining fuel efficiency. The engine used in this investigation was a 2004 4.5L John Deere PowerTechTM; this engine was not equipped with exhaust gas recirculation (EGR). Under the original CRADA, the principal objective was to assess whether Tier 3 PM emission targets could be met solely by increasing the rail pressure. Although high rail pressuremore » will lower the total PM emissions, it has a contrary effect to raise NOx emissions. To address this effect, a urea-SCR system was used to determine whether the enhanced NOx levels, associated with high rail pressure, could be reduced to Tier 3 levels. A key attraction for this approach is that it eliminates the need for a Diesel particulate filter (DPF) to remove PM emissions. The original CRADA effort was also performed using No.2 Diesel fuel having a maximum sulfur level of 500 ppm. After a few years, the CRADA scope was expanded to include exploration of advanced injection strategies to improve catalyst regeneration and to explore the influence of urea-SCR on PM formation. During this period the emission targets also shifted to meeting more stringent Tier 4 emissions for NOx and PM, and the fuel type was changed to ultra-low sulfur Diesel (ULSD) having a maximum sulfur concentration of 15 ppm. New discoveries were made regarding PM formation at high rail pressures and the influences of oxidation catalysts and urea-SCR catalysts. These results are expected to provide a pathway for lower PM and NOx emissions for both off- and on-highway applications. Industrial in-kind support was available throughout the project period. Review of the research results were carried out on a regular basis (annual reports and meetings) followed by

Potential means of cost reduction in grade crossing automatic gate systems. volume II : improved gate arm concepts for railroad/highway grade crossings gate systems

DOT National Transportation Integrated Search

1977-02-28

This report, Volume II of a two-volume study, examines the potential for reduction of the cost of installing and maintaining automatic gates at railroad-highway grade crossings. It includes a review of current practices, equipment, and standards; con...

32 CFR 644.421 - Highway purposes.

Code of Federal Regulations, 2010 CFR

2010-07-01

... 32 National Defense 4 2010-07-01 2010-07-01 true Highway purposes. 644.421 Section 644.421... ESTATE HANDBOOK Disposal Disposal of Fee-Owned Real Property and Easement Interests § 644.421 Highway... highway adjacent to a Government installation. If, within a period of four months after such application...

32 CFR 644.421 - Highway purposes.

Code of Federal Regulations, 2014 CFR

2014-07-01

... 32 National Defense 4 2014-07-01 2013-07-01 true Highway purposes. 644.421 Section 644.421... ESTATE HANDBOOK Disposal Disposal of Fee-Owned Real Property and Easement Interests § 644.421 Highway... highway adjacent to a Government installation. If, within a period of four months after such application...

32 CFR 644.421 - Highway purposes.

Code of Federal Regulations, 2012 CFR

2012-07-01

... 32 National Defense 4 2012-07-01 2011-07-01 true Highway purposes. 644.421 Section 644.421... ESTATE HANDBOOK Disposal Disposal of Fee-Owned Real Property and Easement Interests § 644.421 Highway... highway adjacent to a Government installation. If, within a period of four months after such application...

32 CFR 644.421 - Highway purposes.

Code of Federal Regulations, 2013 CFR

2013-07-01

... 32 National Defense 4 2013-07-01 2013-07-01 false Highway purposes. 644.421 Section 644.421... ESTATE HANDBOOK Disposal Disposal of Fee-Owned Real Property and Easement Interests § 644.421 Highway... highway adjacent to a Government installation. If, within a period of four months after such application...

32 CFR 644.421 - Highway purposes.

Code of Federal Regulations, 2011 CFR

2011-07-01

... 32 National Defense 4 2011-07-01 2011-07-01 false Highway purposes. 644.421 Section 644.421... ESTATE HANDBOOK Disposal Disposal of Fee-Owned Real Property and Easement Interests § 644.421 Highway... highway adjacent to a Government installation. If, within a period of four months after such application...

High Speed Rail (HSR) in the United States

DTIC Science & Technology

2009-12-08

Magnetic Levitation ( Maglev ) ...............................................................................................5 High Speed Rail In...commonly referred to as “ maglev .” 6 Passenger Rail Working Group of the National Surface... maglev train in 2003. Because of the greater costs, and relatively minor benefits,11 of operating at extremely high speeds, the top operating speed

Missouri Highway Safety Manual Recalibration

DOT National Transportation Integrated Search

2018-05-01

The Highway Safety Manual (HSM) is a national manual for analyzing the highway safety of various facilities, including rural roads, urban arterials, freeways, and intersections. The HSM was first published in 2010, and a 2014 supplement addressed fre...

23 CFR 970.212 - Federal lands safety management system (SMS).

Code of Federal Regulations, 2011 CFR

2011-04-01

...) An inventory of safety appurtenances such as signs, delineators, and guardrails (including terminals... upgrading safety appurtenances including highway-rail crossing warning devices, signs, highway elements, and... standards) for low volume roads may be tailored to be consistent with the functional classification of the...

23 CFR 970.212 - Federal lands safety management system (SMS).

Code of Federal Regulations, 2012 CFR

2012-04-01

...) An inventory of safety appurtenances such as signs, delineators, and guardrails (including terminals... upgrading safety appurtenances including highway-rail crossing warning devices, signs, highway elements, and... standards) for low volume roads may be tailored to be consistent with the functional classification of the...

23 CFR 970.212 - Federal lands safety management system (SMS).

Code of Federal Regulations, 2013 CFR

2013-04-01

...) An inventory of safety appurtenances such as signs, delineators, and guardrails (including terminals... upgrading safety appurtenances including highway-rail crossing warning devices, signs, highway elements, and... standards) for low volume roads may be tailored to be consistent with the functional classification of the...

23 CFR 970.212 - Federal lands safety management system (SMS).

Code of Federal Regulations, 2014 CFR

2014-04-01

...) An inventory of safety appurtenances such as signs, delineators, and guardrails (including terminals... upgrading safety appurtenances including highway-rail crossing warning devices, signs, highway elements, and... standards) for low volume roads may be tailored to be consistent with the functional classification of the...

78 FR 39587 - Uniform Procedures for State Highway Safety Grant Programs

Federal Register 2010, 2011, 2012, 2013, 2014

2013-07-02

... DEPARTMENT OF TRANSPORTATION National Highway Traffic Safety Administration 23 CFR Parts 1200... 2127-AL29 Uniform Procedures for State Highway Safety Grant Programs AGENCY: National Highway Traffic... governing the implementation of State highway safety grant programs as amended by the Moving Ahead for...

Keeping rail on track: preliminary findings on safety culture in Australian rail.

PubMed

Blewett, Verna; Rainbird, Sophia; Dorrian, Jill; Paterson, Jessica; Cattani, Marcus

2012-01-01

'Safety culture' is identified in the literature as a critical element of healthy and safe workplaces. How can rail organizations ensure that consistently effective work health and safety cultures are maintained across the diversity of their operations? This paper reports on research that is currently underway in the Australian rail industry aimed at producing a Model of Best Practice in Safety Culture for the industry. Located in rail organizations dedicated to the mining industry as well as urban rail and national freight operations, the research examines the constructs of organizational culture that impact on the development and maintenance of healthy and safe workplaces. The research uses a multi-method approach incorporating quantitative (survey) and qualitative (focus groups, interviews and document analysis) methods along with a participative process to identify interventions to improve the organization and develop plans for their implementation. The research uses as its analytical framework the 10 Platinum Rules, from the findings of earlier research in the New South Wales (Australia) mining industry, Digging Deeper. Data collection is underway at the time of writing and preliminary findings are presented at this stage. The research method may be adapted for use as a form of organizational review of safety and health in organizational culture.

15. MEREDITH AVENUE, VIEW WITH LOG RAIL AND BARN. PERHAPS ...

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

15. MEREDITH AVENUE, VIEW WITH LOG RAIL AND BARN. PERHAPS THE LAST REMAINING EXAMPLE OF CCC BUILT "RUSTIC STYLE" GUARD RAIL IN PARK. VIEW NE. - Gettysburg National Military Park Tour Roads, Gettysburg, Adams County, PA

The NHTSA & NCSDR program to combat drowsy driving : a report to the House and Senate Appropriations Committees describing collaboration between National Highway Traffic Safety Administration and National Center on Sleep Disorders Research, National Heart, Lung and Blood Institute, National Institutes of Health

DOT National Transportation Integrated Search

1999-03-15

In 1996, the National Highway Traffic Safety Administration (NHTSA) embarked on a congressionally mandated effort to develop educational countermeasures to the effects of fatigue, sleep disorders, and inattention on highway safety. In collaboration w...

Excerpts: Proceedings of the FHWA/NCEER Workshop on the National Representation of Seismic Ground Motion for New and Existing Highway Facilities

DOT National Transportation Integrated Search

1997-09-22

The primary objective of the FHWA/NCEER Workshop was to recommend future directions for a national representation of the seismic ground shaking hazard for the design of new highway facilities and the evaluation and retrofit of existing highway facili...

49 CFR 222.9 - Definitions.

Code of Federal Regulations, 2011 CFR

2011-10-01

... part, a State agency, responsible for highway-rail grade crossing safety or highway and road safety... Administrator's delegate. Alternative safety measures (ASM) means a safety system or procedure, other than an.... Associate Administrator means the Associate Administrator for Safety of the Federal Railroad Administration...

23 CFR 1200.40 - Expiration of the Highway Safety Plan.

Code of Federal Regulations, 2013 CFR

2013-04-01

... 23 Highways 1 2013-04-01 2013-04-01 false Expiration of the Highway Safety Plan. 1200.40 Section 1200.40 Highways NATIONAL HIGHWAY TRAFFIC SAFETY ADMINISTRATION AND FEDERAL HIGHWAY ADMINISTRATION, DEPARTMENT OF TRANSPORTATION PROCEDURES FOR STATE HIGHWAY SAFETY PROGRAMS UNIFORM PROCEDURES FOR STATE...

23 CFR 1200.40 - Expiration of the Highway Safety Plan.

Code of Federal Regulations, 2014 CFR

2014-04-01

... 23 Highways 1 2014-04-01 2014-04-01 false Expiration of the Highway Safety Plan. 1200.40 Section 1200.40 Highways NATIONAL HIGHWAY TRAFFIC SAFETY ADMINISTRATION AND FEDERAL HIGHWAY ADMINISTRATION, DEPARTMENT OF TRANSPORTATION PROCEDURES FOR STATE HIGHWAY SAFETY PROGRAMS UNIFORM PROCEDURES FOR STATE...

2003 Oregon state highway accident rate tables

DOT National Transportation Integrated Search

2005-01-01

The three major sections of this publication are: : I Results of Analysis - containing comparative tables and cross-reference : lists of highways by number, name and route; : II Highway crash rates for the last five years; and : III Summaries of this...

49 CFR 225.19 - Primary groups of accidents/incidents.

Code of Federal Regulations, 2014 CFR

2014-10-01

... 49 Transportation 4 2014-10-01 2014-10-01 false Primary groups of accidents/incidents. 225.19... INVESTIGATIONS § 225.19 Primary groups of accidents/incidents. (a) For reporting purposes reportable railroad accidents/incidents are divided into three groups: Group I—Highway-Rail Grade Crossing; Group II—Rail...

49 CFR 225.19 - Primary groups of accidents/incidents.

Code of Federal Regulations, 2013 CFR

2013-10-01

... 49 Transportation 4 2013-10-01 2013-10-01 false Primary groups of accidents/incidents. 225.19... INVESTIGATIONS § 225.19 Primary groups of accidents/incidents. (a) For reporting purposes reportable railroad accidents/incidents are divided into three groups: Group I—Highway-Rail Grade Crossing; Group II—Rail...

77 FR 12107 - RailAmerica, Inc., Palm Beach Holding, Inc., RailAmerica Transportation Corp., RailTex, Inc...

Federal Register 2010, 2011, 2012, 2013, 2014

2012-02-28

...., Palm Beach Holding, Inc., RailAmerica Transportation Corp., RailTex, Inc., Fortress Investment Group, LLC, and RR Acquisition Holding, LLC--Control Exemption--Marquette Rail, LLC AGENCY: Surface...), RailTex, Inc., Fortress Investment Group, LLC (Fortress), and RR Acquisition Holding, LLC (RR...

A comparison of personal exposure to air pollutants in different travel modes on national highways in India.

PubMed

Kolluru, Soma Sekhara Rao; Patra, Aditya Kumar; Sahu, Satya Prakash

2018-04-01

People often travel a long distance on highways to the nearest city for professional/business activities. However, relatively few publications on passenger exposure to pollutants on highways in India or elsewhere are available. The aim of this study was to examine the contribution of different travel modes to passengers' pollutant exposure for a long distance travel on a national highway in India. We measured PM 2.5 and CO exposure levels of the passengers over 200km on a national highway using two portable air monitors, EVM-7 and EPAM-5000. Personal concentration exposures and per min-, per hour-, per trip- and round trip mass exposures for three travel modes were calculated for 9 trips. Association between pollutants and weather variables were evaluated using levels Spearman correlation. ANOVA was carried out to evaluate the influence of travel mode, the timing of trips, temperature and RH on personal exposures. On an average, PM 2.5 personal concentration exposure levels were highest in the car (85.41±61.85μgm -3 ), followed by the bus (75.08±55.39μgm -3 ) and lowest in the car (ac) (54.43±34.09μgm -3 ). In contrast, CO personal exposure was highest in the car (ac) (1.81±1.3ppm). Travel mode explained the highest variability for CO (18.1%), CO 2 (9.9%), PM 2.5 (1.2%) exposures. In-city mass exposures were higher than trip averages; PM 2.5 :1.21-1.22, 1.13-1.19 and 1.03-1.28 times; CO: 1.20-1.57, 1.37-2.10 and 1.76-2.22 times for bus, car and car (ac) respectively. Traveling by car (ac) results in the lowest PM 2.5 exposures, although it exposes the passenger to high CO level. Avoiding national highways passing through cities can reduce up to 25% PM 2.5 and 50% CO mass exposures. This information can be useful for increasing environmental awareness among the passengers and for framing better pollution control strategies on highways. Copyright © 2017 Elsevier B.V. All rights reserved.

Friction testing for the National Highway System for 2001 : all Louisiana districts : technical assistance report.

DOT National Transportation Integrated Search

2002-11-01

This report contains the results of friction testing conducted by the pavement/systems group of the Louisiana Transportation Research Center (LTRC) on the National Highway System (NHS) in 2000 and 2001. The data contained in this report covers all Lo...

Propagation characteristics of ultrasonic guided waves in continuously welded rail

NASA Astrophysics Data System (ADS)

Yao, Wenqing; Sheng, Fuwei; Wei, Xiaoyuan; Zhang, Lei; Yang, Yuan

2017-07-01

Rail defects cause numerous railway accidents. Trains are derailed and serious consequences often occur. Compared to traditional bulk wave testing, ultrasonic guided waves (UGWs) can provide larger monitoring ranges and complete coverage of the waveguide cross-section. These advantages are of significant importance for the non-destructive testing (NDT) of the continuously welded rail, and the technique is therefore widely used in high-speed railways. UGWs in continuous welded rail (CWR) and their propagation characteristics have been discussed in this paper. Finite element methods (FEMs) were used to accomplish a vibration modal analysis, which is extended by a subsequent dispersion analysis. Wave structure features were illustrated by displacement profiles. It was concluded that guided waves have the ability to detect defects in the rail via choice of proper mode and frequency. Additionally, thermal conduction that is caused by temperature variation in the rail is added into modeling and simulation. The results indicated that unbalanced thermal distribution may lead to the attenuation of UGWs in the rail.

Alcohol and highway safety : a bibliography

DOT National Transportation Integrated Search

1976-05-15

This bibliography represents literature acquired since the establishment of the National Highway Traffic Safety Administration (NHTSA) in 1967, as related to alcohol and highway safety. It is comprised of NHTSA contract reports, reports of other orga...

The Maryland strategic highway safety plan 2006-2010

DOT National Transportation Integrated Search

2006-09-01

When the American Association of State Highway Transportation Officials (AASHTO) led the development of a strategic highway safety plan in 1997, targeting the nations most serious highway safety problems, Maryland was one of the few states in the ...

Inter-individual variability of stone marten behavioral responses to a highway.

PubMed

Ascensão, Fernando; Grilo, Clara; LaPoint, Scott; Tracey, Jeff; Clevenger, Anthony P; Santos-Reis, Margarida

2014-01-01

Efforts to reduce the negative impacts of roads on wildlife may be hindered if individuals within the population vary widely in their responses to roads and mitigation strategies ignore this variability. This knowledge is particularly important for medium-sized carnivores as they are vulnerable to road mortality, while also known to use available road passages (e.g., drainage culverts) for safely crossing highways. Our goal in this study was to assess whether this apparently contradictory pattern of high road-kill numbers associated with a regular use of road passages is attributable to the variation in behavioral responses toward the highway between individuals. We investigated the responses of seven radio-tracked stone martens (Martes foina) to a highway by measuring their utilization distribution, response turning angles and highway crossing patterns. We compared the observed responses to simulated movement parameterized by the observed space use and movement characteristics of each individual, but naïve to the presence of the highway. Our results suggested that martens demonstrate a diversity of responses to the highway, including attraction, indifference, or avoidance. Martens also varied in their highway crossing patterns, with some crossing repeatedly at the same location (often coincident with highway passages). We suspect that the response variability derives from the individual's familiarity of the landscape, including their awareness of highway passage locations. Because of these variable yet potentially attributable responses, we support the use of exclusionary fencing to guide transient (e.g., dispersers) individuals to existing passages to reduce the road-kill risk.

Inter-Individual Variability of Stone Marten Behavioral Responses to a Highway

PubMed Central

Ascensão, Fernando; Grilo, Clara; LaPoint, Scott; Tracey, Jeff; Clevenger, Anthony P.; Santos-Reis, Margarida

2014-01-01

Efforts to reduce the negative impacts of roads on wildlife may be hindered if individuals within the population vary widely in their responses to roads and mitigation strategies ignore this variability. This knowledge is particularly important for medium-sized carnivores as they are vulnerable to road mortality, while also known to use available road passages (e.g., drainage culverts) for safely crossing highways. Our goal in this study was to assess whether this apparently contradictory pattern of high road-kill numbers associated with a regular use of road passages is attributable to the variation in behavioral responses toward the highway between individuals. We investigated the responses of seven radio-tracked stone martens (Martes foina) to a highway by measuring their utilization distribution, response turning angles and highway crossing patterns. We compared the observed responses to simulated movement parameterized by the observed space use and movement characteristics of each individual, but naïve to the presence of the highway. Our results suggested that martens demonstrate a diversity of responses to the highway, including attraction, indifference, or avoidance. Martens also varied in their highway crossing patterns, with some crossing repeatedly at the same location (often coincident with highway passages). We suspect that the response variability derives from the individual's familiarity of the landscape, including their awareness of highway passage locations. Because of these variable yet potentially attributable responses, we support the use of exclusionary fencing to guide transient (e.g., dispersers) individuals to existing passages to reduce the road-kill risk. PMID:25072639

Safety at Passive Grade Crossings. Volume 1 : Analysis

DOT National Transportation Integrated Search

1998-07-21

More than 4,000 accidents have occurred at the nation's active and passive grade crossings each year from 1991 through 1996. Many of the accidents at active crossings have involved highway vehicle drivers who did not comply with train-activated warni...

36 CFR 14.56 - Concurrence by Federal Highway Administration.

Code of Federal Regulations, 2011 CFR

2011-07-01

... Highway Administration. 14.56 Section 14.56 Parks, Forests, and Public Property NATIONAL PARK SERVICE, DEPARTMENT OF THE INTERIOR RIGHTS-OF-WAY Under Title 23, U.S.C. (Interstate and Defense Highway System) § 14.56 Concurrence by Federal Highway Administration. The appropriate State highway department will...

36 CFR 14.56 - Concurrence by Federal Highway Administration.

Code of Federal Regulations, 2014 CFR

2014-07-01

... Highway Administration. 14.56 Section 14.56 Parks, Forests, and Public Property NATIONAL PARK SERVICE, DEPARTMENT OF THE INTERIOR RIGHTS-OF-WAY Under Title 23, U.S.C. (Interstate and Defense Highway System) § 14.56 Concurrence by Federal Highway Administration. The appropriate State highway department will...

36 CFR 14.56 - Concurrence by Federal Highway Administration.

Code of Federal Regulations, 2013 CFR

2013-07-01

... Highway Administration. 14.56 Section 14.56 Parks, Forests, and Public Property NATIONAL PARK SERVICE, DEPARTMENT OF THE INTERIOR RIGHTS-OF-WAY Under Title 23, U.S.C. (Interstate and Defense Highway System) § 14.56 Concurrence by Federal Highway Administration. The appropriate State highway department will...

36 CFR 14.56 - Concurrence by Federal Highway Administration.

Code of Federal Regulations, 2010 CFR

2010-07-01

... Highway Administration. 14.56 Section 14.56 Parks, Forests, and Public Property NATIONAL PARK SERVICE, DEPARTMENT OF THE INTERIOR RIGHTS-OF-WAY Under Title 23, U.S.C. (Interstate and Defense Highway System) § 14.56 Concurrence by Federal Highway Administration. The appropriate State highway department will...

36 CFR 14.56 - Concurrence by Federal Highway Administration.

Code of Federal Regulations, 2012 CFR

2012-07-01

... Highway Administration. 14.56 Section 14.56 Parks, Forests, and Public Property NATIONAL PARK SERVICE, DEPARTMENT OF THE INTERIOR RIGHTS-OF-WAY Under Title 23, U.S.C. (Interstate and Defense Highway System) § 14.56 Concurrence by Federal Highway Administration. The appropriate State highway department will...

Could Expanded Freight Rail Reduce Air Pollution from Trucks?

NASA Astrophysics Data System (ADS)

Bickford, E. E.; Holloway, T.; Johnston, M.

2010-12-01

Cars, trucks and trains are a significant source of emissions that impact both climate and air quality on regional to global scales. Diesel vehicles, most used for freight transport, account for 42% of on-road nitrogen oxide emissions, 58% of on-road fine particulate emissions, and 21% of on-road carbon dioxide emissions. With freight tonnage projected to increase 28% by 2018, and freight trucks the fastest growing source of transportation emissions, we evaluate the potential for increased rail capacity to reduce the environmental impacts of trucks. Most widely available mobile source emissions inventories contain insufficient spatial detail to quantify realistic emission scenario options, and none to date have been linked with commodity flow information in a manner appropriate to consider the true potential of rail substitution. To support a truck-to-rail analysis, and other policy assessments requiring roadway-by-roadway analysis, we have developed a freight emissions inventory for the Upper Midwest based on the Federal Highway Administration’s Freight Analysis Framework version 2.2 and the Environmental Protection Agency’s on-road emissions model, Mobile6.2. Using a Geographical Information System (GIS), we developed emissions scenarios for truck-to-rail modal shifts where 95% of freight tonnage on trips longer than 400 miles is shifted off of trucks and onto railways. Scenarios will be analyzed with the Community Multiscale Air Quality (CMAQ) regional model to assess air quality impacts of associated changes. By using well-respected transportation data and realistic assumptions, results from this study have the potential to inform decisions on transportation sustainability, carbon management, public health, and air quality.

Progress in rail integrity research

DOT National Transportation Integrated Search

2001-10-01

This report describes the work conducted over the past two decades on rail integrity research sponsored by the Federal Railroad Administration (FRA) and carried out by the Volpe National Transportation Systems Center. The research has involved both e...

Bathymetric surveys at Highway Bridges Crossing the Missouri River in Kansas City, Missouri, using a multibeam echo sounder, 2010.

DOT National Transportation Integrated Search

2010-11-01

Bathymetric surveys were conducted by the U.S. Geological Survey, in cooperation with the Missouri Department of Transportation, on the Missouri River in the vicinity of nine bridges at seven highway crossings in Kansas City, Missouri, in March 2010....

23 CFR 470.107 - Federal-aid highway systems.

Code of Federal Regulations, 2010 CFR

2010-04-01

... Highways FEDERAL HIGHWAY ADMINISTRATION, DEPARTMENT OF TRANSPORTATION PLANNING AND RESEARCH HIGHWAY SYSTEMS... industrial centers, including important routes into, through, and around urban areas, serve the national... importance in Canada and Mexico. (2) The portion of the Interstate System designated under 23 U.S.C. 103 (e...

An application of signal detection theory for understanding driver behavior at highway-rail grade crossings

DOT National Transportation Integrated Search

2009-10-19

We used signal detection theory to examine if grade crossing warning devices were effective because they increased drivers' sensitivity to a train's approach or because they encouraged drivers to stop. We estimated d' and a for eight warning devices ...

Intercity passenger rail : decisions on the future of Amtrak and intercity passenger rail are approaching

DOT National Transportation Integrated Search

2000-09-26

Key decisions will soon have to be made regarding the future of Amtrak, the nation's intercity passenger rail operator. If Amtrak does not reach operational self-sufficiency within the next 2 years, federal law requires that the Amtrak Reform Council...

Rail security : some actions taken to enhance passenger and freight rail security, but significant challenges remain : testimony before the Committee on Commerce, Science, and Transportation, U.S. Senate

DOT National Transportation Integrated Search

2004-03-23

Passenger and freight rail services are important links in the nation's transportation system. Terrorist attacks on passenger and/or freight rail services have the potential to cause widespread injury, loss of life, and economic disruption. The recen...

Innovative Concepts and Technology for Railroad-Highway Grade Crossing Motorist Warning Systems : Volume 1. Overview and Concept Generation and Analysis

DOT National Transportation Integrated Search

1977-09-01

The document includes a general review of innovative conceptual and technical approaches to train-activated motorist warning systems for use at railroad-highway grade crossings, and also contains a specific report describing a study directed toward t...

Expanding the NATO Movement Control Network

DTIC Science & Technology

2016-05-17

nations and abide by their governing rules for highway, air, rail, and vessel movements . The “Strong Europe” movement network extends operational access...national movement coordi- nation centers (NMCCs). The in- teroperability and relationships that are developed there enhance the early entry of forces...by air, ground, sea, and rail. In January 2015, Operation At- lantic Resolve provided the 624th Movement Control Team (MCT), which was forward

2008 status of the nation's highways, bridges, and transit : conditions & performance : report to Congress : executive summary

DOT National Transportation Integrated Search

2008-01-01

This document is a summary of the 2008 Status of the Nations Highways, Bridges, and Transit: Conditions and Performance report to Congress (C&P report). The C&P report is intended to provide decision makers with an objective appraisal of the physi...

2006 status of the nation's highways, bridges, and transit : conditions & performance : report to Congress : executive summary

DOT National Transportation Integrated Search

2006-01-01

This document is a summary of the 2006 Status of the Nations Highways, Bridges, and Transit: Conditions and Performance report to Congress (C&P report). The C&P report is intended to provide decision makers with an objective appraisal of the physi...

2004 status of the nation's highways, bridges, and transit : conditions & performance : report to Congress : executive summary

DOT National Transportation Integrated Search

2004-01-01

This document is a summary of the 2004 Status of the Nations Highways, Bridges, and Transit: Conditions and Performance report to Congress (C&P report). The C&P report is intended to provide Congress and other decision makers with an objective app...

Temporary Losses of Highway Capacity and Impacts on Performance: Phase 2

DOE Office of Scientific and Technical Information (OSTI.GOV)

Chin, S.M.

2004-11-10

Traffic congestion and its impacts significantly affect the nation's economic performance and the public's quality of life. In most urban areas, travel demand routinely exceeds highway capacity during peak periods. In addition, events such as crashes, vehicle breakdowns, work zones, adverse weather, railroad crossings, large trucks loading/unloading in urban areas, and other factors such as toll collection facilities and sub-optimal signal timing cause temporary capacity losses, often worsening the conditions on already congested highway networks. The impacts of these temporary capacity losses include delay, reduced mobility, and reduced reliability of the highway system. They can also cause drivers to re-routemore » or reschedule trips. Such information is vital to formulating sound public policies for the highway infrastructure and its operation. In response to this need, Oak Ridge National Laboratory, sponsored by the Federal Highway Administration (FHWA), made an initial attempt to provide nationwide estimates of the capacity losses and delay caused by temporary capacity-reducing events (Chin et al. 2002). This study, called the Temporary Loss of Capacity (TLC) study, estimated capacity loss and delay on freeways and principal arterials resulting from fatal and non-fatal crashes, vehicle breakdowns, and adverse weather, including snow, ice, and fog. In addition, it estimated capacity loss and delay caused by sub-optimal signal timing at intersections on principal arterials. It also included rough estimates of capacity loss and delay on Interstates due to highway construction and maintenance work zones. Capacity loss and delay were estimated for calendar year 1999, except for work zone estimates, which were estimated for May 2001 to May 2002 due to data availability limitations. Prior to the first phase of this study, which was completed in May of 2002, no nationwide estimates of temporary losses of highway capacity by type of capacity-reducing event had been

Estimation of rail wear limits based on rail strength investigations

DOT National Transportation Integrated Search

1998-12-01

This report describes analyses performed to estimate limits on rail wear based on strength investigations. Two different failure modes are considered in this report: (1) permanent plastic bending, and (2) rail fracture. Rail bending stresses are calc...

Trends in the highway market for wood products

Treesearch

Robert G. Knutson

1975-01-01

Forty-eight million cubic feet of wood products, about 50 million dollars worth, were used in the Nation's highway construction program in 1972. Expenditures for highway construction increased 2½ times from 1954 to 1972. The volume of wood products used in highway construction changed little during this period because other materials were substituted for...

Ferguson rock slide buries California State Highway near Yosemite National Park

USGS Publications Warehouse

Harp, E.L.; Reid, M.E.; Godt, J.W.; DeGraff, J.V.; Gallegos, A.J.

2008-01-01

During spring 2006, talus from the toe area of a rock-block slide of about 800,000 m3 buried California State Highway 140, one of the main routes into heavily-visited Yosemite National Park, USA. Closure of the highway for 92 days caused business losses of about 4.8 million USD. The rock slide, composed of slate and phyllite, moved slowly downslope from April to June 2006, creating a fresh head scarp with 9-12 m of displacement. Movement of the main rock slide, a re-activation of an older slide, was triggered by an exceptionally wet spring 2006, following a very wet spring 2005. As of autumn 2006, most of the main slide appeared to be at rest, although rocks occasionally continued to fall from steep, fractured rock masses at the toe area of the slide. Future behavior of the slide is difficult to predict, but possible scenarios range from continued scattered rock fall to complete rapid failure of the entire mass. Although unlikely except under very destabilizing circumstances, a worst-case, rapid failure of the entire rock slide could extend across the Merced River, damming the river and creating a reservoir. As a temporary measure, traffic has been rerouted to the opposite side of the Merced River at about the same elevation as the buried section of Highway 140. A state-of-the-art monitoring system has been installed to detect movement in the steep talus slope, movement of the main slide mass, local strong ground motion from regional earthquakes, and sudden changes in stream levels, possibly indicating damming of the river by slide material. ?? 2008 Springer-Verlag.

Ferguson rock slide buries California State Highway near Yosemite National Park

USGS Publications Warehouse

Harp, Edwin L.; Reid, Mark E.; Godt, Jonathan W.; DeGraff, Jerome V.; Gallegos, Alan J.

2008-01-01

During spring 2006, talus from the toe area of a rock-block slide of about 800,000 m3 buried California State Highway 140, one of the main routes into heavily-visited Yosemite National Park, USA. Closure of the highway for 92 days caused business losses of about 4.8 million USD. The rock slide, composed of slate and phyllite, moved slowly downslope from April to June 2006, creating a fresh head scarp with 9-12 m of displacement. Movement of the main rock slide, a re-activation of an older slide, was triggered by an exceptionally wet spring 2006, following a very wet spring 2005. As of autumn 2006, most of the main slide appeared to be at rest, although rocks occasionally continued to fall from steep, fractured rock masses at the toe area of the slide. Future behavior of the slide is difficult to predict, but possible scenarios range from continued scattered rock fall to complete rapid failure of the entire mass. Although unlikely except under very destabilizing circumstances, a worst-case, rapid failure of the entire rock slide could extend across the Merced River, damming the river and creating a reservoir. As a temporary measure, traffic has been rerouted to the opposite side of the Merced River at about the same elevation as the buried section of Highway 140. A state-of-the-art monitoring system has been installed to detect movement in the steep talus slope, movement of the main slide mass, local strong ground motion from regional earthquakes, and sudden changes in stream levels, possibly indicating damming of the river by slide material.

Innovative Concepts and Technology for Railroad-Highway Grade Crossing Motorist Warning Systems : Volume 2. The Generation and Analysis of Alternative Concepts

DOT National Transportation Integrated Search

1977-09-01

The report describes the results of a study directed toward the generation, analysis and evaluation of innovative conceptual and technical approaches to train-activated motorist warning systems for use at railroad-highway grade crossings. Particular ...

Recent changes in costs of shipping forest products by rail.

Treesearch

Kristine C. Jackson

1988-01-01

Costs for shipping lumber, plywood, and paper by rail are used by the USDA Forest Service in periodic timber assessments to measure the average cost of transporting forest products from producing locations to the point of final consumption. The Staggers Rail Act of 1980 authorized deregulation of the Nation's railroads. The purposes of this study were to determine...

Year 2001 Alabama rail plan update

DOT National Transportation Integrated Search

2002-01-01

The State of Alabama is crisscrossed by some 4,728 miles rail lines hauling 93.5 million tons of cargo annually. There are five Class I railroads that operate in Alabama: Burlington Northern Santa Fe, Canadian National/Illinois Central, CSX Transport...

Safety performance evaluation of the steel-backed log rail

DOT National Transportation Integrated Search

1992-12-01

The Coordinated Federal Lands Highways Technology Improvement Program (CTIP) was developed with the purpose of serving the immediate needs of those who design and construct Federal Lands Highways, including Indian Reservation roads, National Park roa...

Freight Transportation Energy Use : Volume 3. Freight Network and Operations Database.

DOT National Transportation Integrated Search

1979-07-01

The data sources, procedures, and assumptions used to generate the TSC national freight network and operations database are documented. National rail, highway, waterway, and pipeline networks are presented, and estimates of facility capacity, travel ...

Sounding the warning bells: the need for a systems approach to understanding behaviour at rail level crossings.

PubMed

Read, Gemma J M; Salmon, Paul M; Lenné, Michael G

2013-09-01

Collisions at rail level crossings are an international safety concern and have been the subject of considerable research effort. Modern human factors practice advocates a systems approach to investigating safety issues in complex systems. This paper describes the results of a structured review of the level crossing literature to determine the extent to which a systems approach has been applied. The measures used to determine if previous research was underpinned by a systems approach were: the type of analysis method utilised, the number of component relationships considered, the number of user groups considered, the number of system levels considered and the type of model described in the research. None of research reviewed was found to be consistent with a systems approach. It is recommended that further research utilise a systems approach to the study of the level crossing system to enable the identification of effective design improvements. Copyright © 2013 Elsevier Ltd and The Ergonomics Society. All rights reserved.

Material Evaluation of an Elastomer, Epoxy and Lightweight Concrete Rail Attachment System for Direct Fixation Light Rail Applications

NASA Astrophysics Data System (ADS)

Swarner, Benjamin R.

Sound Transit plans to extend its current light rail system, which runs along the I-5 corridor in Seattle, Washington, across the I-90 Homer Hadley floating bridge as part of a project to connect the major city centers in the region. But, no light rail has ever crossed a floating bridge due to several unique engineering challenges. One of these challenges is attaching the rails to the existing bridge deck without drilling into the bridge pontoons. This research program was developed to test and analyze a direct fixation method that uses lightweight concrete plinths and an elastomer-epoxy system to attach the rails to the bridge deck. The elastomer used was a two-part, pourable elastomer with cork particles intermixed to alter the mechanical properties of the material. A lightweight concrete mixture was analyzed for use in the plinths, and system tests investigated the system response under tensile, compressive and shear loading. The shear response of the system was examined further under varying loading conditions including different surface preparations, elastomer thicknesses, strain-rates and after freeze-thaw conditioning. Experimental data was examined for trends based on these parameters to best characterize the system, and the elastomer was evaluated in the context of modern elastomer research.

Indiana rail plan

DOT National Transportation Integrated Search

2009-07-08

The 2009 Indiana Rail Plan was developed as part of the Indiana Multimodal Freight and Mobility Plan to direct the State of Indianas future freight and passenger rail policy, provide a framework to guide future decisions regarding rail system inve...

Highway/Railroad Accident Report: Collision Of Northeast Illinois Regional Commuter Railroad Corporation (METRA) Train And Transportation Joint Agreement School District 47/155 School Bus At Railroad/Highway Grade Crossing In Fox River Grove, Illinois, On

DOT National Transportation Integrated Search

1996-10-29

This report explains the collision of a Northeast Illinois Regional Commuter Railroad Corporation commuter train with a Transportation Joint Agreement School District 47/155 school bus that was stopped at a railroad/highway grade crossing in Fox Rive...

Impact of the rail-pad multi-discrete model upon the prediction of the rail response

NASA Astrophysics Data System (ADS)

Mazilu, T.; Leu, M.

2017-08-01

Wheel/rail vibration has many technical effects such as wear of the rolling surfaces, rolling noise, settlement of the ballast and subgrade etc. This vibration is depending on the rail pad characteristic and subsequently, it is important to have an accurate overview on the relation between the rail pad characteristic and the level of the wheel/rail vibration. To this end, much theoretical and experimental research has been developed in the past, and for the theoretical approach the track model, in general, and, particularly, the rail pad model is of crucial importance. Usually, the rail pad model is discrete model one, neglecting the length of the rail pad. This fact is questionable because the sleepers span is only 4 times the rail pad length. Using the rail pad discrete model, the rail response is overestimated when the frequency of the excitation equals the pinned-pinned resonance frequency. In this paper, a multi-discrete model for the rail pad, consisting in many Kelvin-Voigt parallel systems, is inserted into an analytical model of the track. The track model is reduced to a rail taken as infinite Timoshenko beam, discretely supported via rail pad, sleeper and ballast. The influence of the number of Kelvin-Voigt systems of the rail pad model on the rail response is analysed.

49 CFR Appendix B to Part 222 - Alternative Safety Measures

Code of Federal Regulations, 2012 CFR

2012-10-01

... field data derived from the crossing sites. The specific crossing and applied mitigation measure will be... of a Public Highway-Rail Grade Crossing, (2) Four-Quadrant Gate System, (3) Gates With Medians or... as provided by 49 U.S.C. 20107. 3. Photo Enforcement: This ASM entails automated means of gathering...

46 CFR 28.410 - Deck rails, lifelines, storm rails, and hand grabs.

Code of Federal Regulations, 2011 CFR

2011-10-01

... 46 Shipping 1 2011-10-01 2011-10-01 false Deck rails, lifelines, storm rails, and hand grabs. 28..., lifelines, storm rails, and hand grabs. (a) Except as otherwise provided in paragraph (d) of this section... with a bulwark, chain link fencing, wire mesh, or an equivalent. (f) A suitable storm rail or hand grab...

46 CFR 28.410 - Deck rails, lifelines, storm rails, and hand grabs.

Code of Federal Regulations, 2014 CFR

2014-10-01

... 46 Shipping 1 2014-10-01 2014-10-01 false Deck rails, lifelines, storm rails, and hand grabs. 28..., lifelines, storm rails, and hand grabs. (a) Except as otherwise provided in paragraph (d) of this section... with a bulwark, chain link fencing, wire mesh, or an equivalent. (f) A suitable storm rail or hand grab...

46 CFR 28.810 - Deck rails, lifelines, storm rails and hand grabs.

Code of Federal Regulations, 2012 CFR

2012-10-01

... 46 Shipping 1 2012-10-01 2012-10-01 false Deck rails, lifelines, storm rails and hand grabs. 28..., storm rails and hand grabs. (a) Except as otherwise provided in paragraph (d) of this section, deck... bulwark, chain link fencing, wire mesh, or an equivalent. (f) A suitable storm rail or hand grab must be...

46 CFR 28.810 - Deck rails, lifelines, storm rails and hand grabs.

Code of Federal Regulations, 2011 CFR

2011-10-01

... 46 Shipping 1 2011-10-01 2011-10-01 false Deck rails, lifelines, storm rails and hand grabs. 28..., storm rails and hand grabs. (a) Except as otherwise provided in paragraph (d) of this section, deck... bulwark, chain link fencing, wire mesh, or an equivalent. (f) A suitable storm rail or hand grab must be...

46 CFR 28.810 - Deck rails, lifelines, storm rails and hand grabs.

Code of Federal Regulations, 2013 CFR

2013-10-01

... 46 Shipping 1 2013-10-01 2013-10-01 false Deck rails, lifelines, storm rails and hand grabs. 28..., storm rails and hand grabs. (a) Except as otherwise provided in paragraph (d) of this section, deck... bulwark, chain link fencing, wire mesh, or an equivalent. (f) A suitable storm rail or hand grab must be...

46 CFR 28.410 - Deck rails, lifelines, storm rails, and hand grabs.

Code of Federal Regulations, 2013 CFR

2013-10-01

... 46 Shipping 1 2013-10-01 2013-10-01 false Deck rails, lifelines, storm rails, and hand grabs. 28..., lifelines, storm rails, and hand grabs. (a) Except as otherwise provided in paragraph (d) of this section... with a bulwark, chain link fencing, wire mesh, or an equivalent. (f) A suitable storm rail or hand grab...

46 CFR 28.410 - Deck rails, lifelines, storm rails, and hand grabs.

Code of Federal Regulations, 2012 CFR

2012-10-01

... 46 Shipping 1 2012-10-01 2012-10-01 false Deck rails, lifelines, storm rails, and hand grabs. 28..., lifelines, storm rails, and hand grabs. (a) Except as otherwise provided in paragraph (d) of this section... with a bulwark, chain link fencing, wire mesh, or an equivalent. (f) A suitable storm rail or hand grab...

46 CFR 28.410 - Deck rails, lifelines, storm rails, and hand grabs.

Code of Federal Regulations, 2010 CFR

2010-10-01

... 46 Shipping 1 2010-10-01 2010-10-01 false Deck rails, lifelines, storm rails, and hand grabs. 28..., lifelines, storm rails, and hand grabs. (a) Except as otherwise provided in paragraph (d) of this section... with a bulwark, chain link fencing, wire mesh, or an equivalent. (f) A suitable storm rail or hand grab...

46 CFR 28.810 - Deck rails, lifelines, storm rails and hand grabs.

Code of Federal Regulations, 2010 CFR

2010-10-01

... 46 Shipping 1 2010-10-01 2010-10-01 false Deck rails, lifelines, storm rails and hand grabs. 28..., storm rails and hand grabs. (a) Except as otherwise provided in paragraph (d) of this section, deck... bulwark, chain link fencing, wire mesh, or an equivalent. (f) A suitable storm rail or hand grab must be...

46 CFR 28.810 - Deck rails, lifelines, storm rails and hand grabs.

Code of Federal Regulations, 2014 CFR

2014-10-01

... 46 Shipping 1 2014-10-01 2014-10-01 false Deck rails, lifelines, storm rails and hand grabs. 28..., storm rails and hand grabs. (a) Except as otherwise provided in paragraph (d) of this section, deck... bulwark, chain link fencing, wire mesh, or an equivalent. (f) A suitable storm rail or hand grab must be...

77 FR 35741 - Petition for Waiver of Compliance

Federal Register 2010, 2011, 2012, 2013, 2014

2012-06-14

... service. The end-to-end running time on the light rail Blue Line between Meadowview and Watt/Interstate 80... from 49 CFR Sections 229.125 and 234.105(c)(3) on SRTD's Blue and Gold Lines. In a letter dated July 28... shared highway-rail grade crossings on SRTD's Blue and Gold Lines. SRTD confirmed that 49 CFR part 222...

78 FR 11266 - Agency Information Collection Activities: Request for Comments for a New Information Collection

Federal Register 2010, 2011, 2012, 2013, 2014

2013-02-15

... Inspection Protocol for Reinforced Concrete Highway Barriers and Bridge Railings. Background: Highway... separations. Most bridge railings are made of reinforced concrete. Despite the important role that they play... Federal Highway Administration concerning Non- Destructive Evaluation of concrete bridge railings. One of...

49 CFR 27.75 - Federal Highway Administration-highways.

Code of Federal Regulations, 2010 CFR

2010-10-01

... 49 Transportation 1 2010-10-01 2010-10-01 false Federal Highway Administration-highways. 27.75... Specific Operating Administration Programs: Airports, Railroads, and Highways § 27.75 Federal Highway Administration—highways. (a) New facilities—(1) Highway rest area facilities. All such facilities that will be...

49 CFR 27.75 - Federal Highway Administration-highways.

Code of Federal Regulations, 2014 CFR

2014-10-01

... 49 Transportation 1 2014-10-01 2014-10-01 false Federal Highway Administration-highways. 27.75... Specific Operating Administration Programs: Airports, Railroads, and Highways § 27.75 Federal Highway Administration—highways. (a) New facilities—(1) Highway rest area facilities. All such facilities that will be...

49 CFR 27.75 - Federal Highway Administration-highways.

Code of Federal Regulations, 2013 CFR

2013-10-01

... 49 Transportation 1 2013-10-01 2013-10-01 false Federal Highway Administration-highways. 27.75... Specific Operating Administration Programs: Airports, Railroads, and Highways § 27.75 Federal Highway Administration—highways. (a) New facilities—(1) Highway rest area facilities. All such facilities that will be...

49 CFR 27.75 - Federal Highway Administration-highways.

Code of Federal Regulations, 2012 CFR

2012-10-01

... 49 Transportation 1 2012-10-01 2012-10-01 false Federal Highway Administration-highways. 27.75... Specific Operating Administration Programs: Airports, Railroads, and Highways § 27.75 Federal Highway Administration—highways. (a) New facilities—(1) Highway rest area facilities. All such facilities that will be...

49 CFR 27.75 - Federal Highway Administration-highways.

Code of Federal Regulations, 2011 CFR

2011-10-01

... 49 Transportation 1 2011-10-01 2011-10-01 false Federal Highway Administration-highways. 27.75... Specific Operating Administration Programs: Airports, Railroads, and Highways § 27.75 Federal Highway Administration—highways. (a) New facilities—(1) Highway rest area facilities. All such facilities that will be...

Vibration-based structural health monitoring of highway bridges.

DOT National Transportation Integrated Search

2008-12-01

In recent years, the condition of aging transportation infrastructure has drawn attention to the maintenance and : inspection of highway bridges. With the increasing importance of life-lines, such as highways, to the national economy : and the well-b...

Intercity passenger rail : implications for urban, regional, and national mobility.

DOT National Transportation Integrated Search

2012-01-01

Recent policy and regulatory actions by the U.S. government have revived interest in intercity passenger : rail among transportation planners, policymakers, and the general public. As part of a fully integrated : multimodal intercity corridor, passen...

Railroad safety statistics annual report 1999

DOT National Transportation Integrated Search

2000-08-01

This edition of the Railroad Safety Statistics compiles previous safety bulletins prepared by the Federal Railroad Administration (FRA). These include: the Accident/Incident Bulletin; the Highway-Rail Crossing Accident/Incident and Inventory Bulletin...

Railroad safety statistics annual report 2005

DOT National Transportation Integrated Search

2006-12-01

This edition of the Railroad Safety Statistics compiles previous safety bulletins prepared by the Federal Railroad Administration (FRA). These include: the Accident/Incident Bulletin; the Highway-Rail Crossing Accident/Incident And Inventory Bulletin...

Railroad safety statistics annual report 2003

DOT National Transportation Integrated Search

2005-10-01

This edition of the Railroad Safety Statistics compiles previous safety bulletins prepared by the Federal Railroad Administration (FRA). These include: the Accident/Incident Bulletin; the Highway-Rail Crossing Accident/Incident And Inventory Bulletin...

Railroad safety statistics annual report 2004

DOT National Transportation Integrated Search

2005-11-01

This edition of the Railroad Safety Statistics compiles previous safety bulletins prepared by the Federal Railroad Administration (FRA). These include: the Accident/Incident Bulletin; the Highway-Rail Crossing Accident/Incident And Inventory Bulletin...

Railroad safety statistics annual report 2000

DOT National Transportation Integrated Search

2001-07-01

This edition of the Railroad Safety Statistics compiles previous safety bulletins prepared by the : Federal Railroad Administration (FRA). These include: the Accident/Incident Bulletin; the : Highway-Rail Crossing Accident/Incident And Inventory Bull...

Driver behavior analysis at highway-rail grade crossings using field operational test data - light vehicles

DOT National Transportation Integrated Search

2013-05-31

The U. S. Department of Transportations (U.S. DOT) Research and Innovative Technology Administrations (RITA) John A. Volpe National Transportation Systems Center (Volpe Center), under the direction of the U.S. DOT Federal Railroad Administratio...

Driver behavior analysis at highway-rail grade crossings using field operational test data - heavy trucks

DOT National Transportation Integrated Search

2012-12-31

The United States Department of Transportations (U.S. DOT) Research and Innovative Technology Administrations (RITA) John A. Volpe National Transportation Systems Center (Volpe Center), under the direction of the U.S. DOT Federal Railroad Admin...

Highway development

Treesearch

Peter M. Harvard; Bernard L. Chaplin

1979-01-01

Highways are something we see, and some-thing we see the landscape from. They exert tremendous visual influence on our national landscape and will continue to do so. While most interstate mileage is in place, major unbuilt urban segments remain, and rural and suburban trunk roads are receiving renewed emphasis. Nationwide programs of bridge replacement, safety and...

23 CFR Appendix B to Part 1200 - HIGHWAY SAFETY PROGRAM COST SUMMARY (HS-217)

Code of Federal Regulations, 2013 CFR

2013-04-01

... 23 Highways 1 2013-04-01 2013-04-01 false HIGHWAY SAFETY PROGRAM COST SUMMARY (HS-217) B APPENDIX B TO PART 1200 Highways NATIONAL HIGHWAY TRAFFIC SAFETY ADMINISTRATION AND FEDERAL HIGHWAY ADMINISTRATION, DEPARTMENT OF TRANSPORTATION PROCEDURES FOR STATE HIGHWAY SAFETY PROGRAMS UNIFORM PROCEDURES FOR...

23 CFR Appendix B to Part 1200 - Highway Safety Program Cost Summary (HS-217)

Code of Federal Regulations, 2014 CFR

2014-04-01

... 23 Highways 1 2014-04-01 2014-04-01 false Highway Safety Program Cost Summary (HS-217) B Appendix B to Part 1200 Highways NATIONAL HIGHWAY TRAFFIC SAFETY ADMINISTRATION AND FEDERAL HIGHWAY ADMINISTRATION, DEPARTMENT OF TRANSPORTATION PROCEDURES FOR STATE HIGHWAY SAFETY PROGRAMS UNIFORM PROCEDURES FOR...

WISESight : a multispectral smart video-track intrusion monitor.

DOT National Transportation Integrated Search

2015-05-01

International Electronic Machines : Corporation (IEM) developed, tested, and : validated a unique smart video-based : intrusion monitoring system for use at : highway-rail grade crossings. The system : used both thermal infrared (IR) and : visible/ne...

Effect of an active another train coming warning system on pedestrian behavior at a highway-rail grade crossing

DOT National Transportation Integrated Search

2014-04-01

The Federal Railroad Administration (FRA) was interested in evaluating a type of grade crossing safety enhancement which alerts pedestrians at the crossing to the presence of a second train. The system chosen for this analysis, known as an Another Tr...

Bubble propagation on a rail: a concept for sorting bubbles by size

NASA Astrophysics Data System (ADS)

Franco-Gómez, Andrés; Thompson, Alice B.; Hazel, Andrew L.; Juel, Anne

We demonstrate experimentally that the introduction of a rail, a small height constriction, within the cross-section of a rectangular channel could be used as a robust passive sorting device in two-phase fluid flows. Single air bubbles carried within silicone oil are generally transported on one side of the rail. However, for flow rates marginally larger than a critical value, a narrow band of bubble sizes can propagate (stably) over the rail, while bubbles of other sizes segregate to the side of the rail. The width of this band of bubble sizes increases with flow rate and the size of the most stable bubble can be tuned by varying the rail width. We present a complementary theoretical analysis based on a depth-averaged theory, which is in qualitative agreement with the experiments. The theoretical study reveals that the mechanism relies on a non-trivial interaction between capillary and viscous forces that is fully dynamic, rather than being a simple modification of capillary static solutions.

An initial assessment of freight bottlenecks on highways.

DOT National Transportation Integrated Search

2005-10-01

This white paper is an initial effort to identify and quantify, on a national basis, highway bottlenecks that delay trucks and increase costs to businesses and consumers. The paper is the first to look specifically at the impacts and costs of highway...

Two-rail steel-backed timber guardrail system : Crown Point Highway, Multnomah County, Oregon : construction report.

DOT National Transportation Integrated Search

1992-09-01

Guardrails in Oregon have traditionally been constructed using a steel W-beam guardrail. Although the steel guardrail has functioned well in the past, it is not aesthetically pleasing. To achieve a more pleasant drive through parks and scenic highway...

Rail damage in a solid-armature rail gun. Final report

DOE Office of Scientific and Technical Information (OSTI.GOV)

Brassard, T.; Homan, C.G.

1987-12-01

Plasma-arc-drive rail guns operate by forming a high-temperature plasma behind the projectile using a thin metal fuze. These systems achieve the highest projectile velocities (about 12 km /sec), since the driving force includes a substantial plasma pressure as well as the electromagnetic or Lorentz force. Unfortunately, severe rail damage occurs primarily from the intense temperatures generated by the plasma arc and the wiping motion of the armature itself. The solid-armature gun replaces the plasma armature with a conducting metal armature. Since the plasma arcing is reduced or eliminated, the projectiles are accelerated mainly by the Lorentz force. Thus, solid armaturemore » rail guns operate at lower projectile velocities. The important tradeoff is that there is a substantial reduction in rail damage for metal armature projectiles. The elimination of the plasma force limits projectile velocities in the metal-armature rail guns. A more-subtle limit is the speed at which the commutation process can take place. Although the latter limit is still not well understood, experimental evidence indicates a commutation limit may occur near 6 to 7 km/sec. This velocity limit is still attractive for Army tactical missions for rail guns. The actual rail damage occurring with two types of metal armatures, wire brush contactors and monolithic metal contactors, and new developments in barrel technology, such as superconducting augmentation, are presented in this report.« less

South Carolina southeast high speed rail corridor improvement study

DOT National Transportation Integrated Search

2001-02-01

The Southeast Rail Corridor was originally designated as a high-speed corridor in Section 1010 of the Intermodal Surface Transportation Efficiency Act (ISTEA) of 1991. More specifically, it involved the high-speed grade-crossing improvement program o...

Railroad safety statistics annual report 1998

DOT National Transportation Integrated Search

1999-07-01

This edition of the Railroad Safety Statistics is a composite of previous safety bulletins prepared by the Federal Railroad Administration (FRA). These include: the Accident/Incident Bulletin; the Highway-Rail Crossing Accident/Incident And Inventory...

Review of Rail Behavior Under Wheel/Rail Impact Loading

DOT National Transportation Integrated Search

1986-04-01

The report discusses several studies involving factors that significantly affect rail life, particularly wheel impact loads. Parameters that characterize the effect of wheel impact loads on rail behavior are examined in terms of system variables such...

Pedestrians’ adherence to road traffic regulations on the N1 Highway in Accra, Ghana

PubMed Central

Noora, Charles Lwanga; Afari, Edwin Andrews; Nuoh, Robert Domo; Adjei, Eric Yirenkyi; Anthony, Gershon Kobla; Abdulai, Marijanatu; Sackey, Samuel Oko; Kenu, Ernest; Nyarko, Kofi Mensah

2016-01-01

Introduction Pedestrian behavior and adherence to road traffic regulation is vital in the prevention and control of road traffic accidents (RTA) especially on highways in Ghana. We assessed pedestrians’ adherence to road crossing regulations on the George Walker Bush (N1) Highway in Accra. Methods We conducted a cross sectional study of pedestrians crossing the N1 highway from both sides of the road between 7:00 am and 11:00am. We observed all pedestrians using a checklist and interviewed 413 using a structured questionnaire. We collected data on basic demographics, and pedestrians’ knowledge on road crossing (exposures). Data was, cleaned and analyzed using Epi-info version 3.5.4. Pearson Chi-square was used to assess differences in proportions for categorical variables. Binary logistic regression was used to test for association between pedestrian choice of route and exposures. Results We observed (n = 1856) pedestrians crossing the road during the study period; 1155 (62.2%) males, 461 (24.8%) did not use the approved route(s). Majority 317(76.8%) were adults between the ages of 20-49, mostly males 265 (56.4%). Most people (92.7%) had at least basic education. AOR for sex (male) was 1.7(1.1-2.6), and regular use of Highway (always) was 0.4(0.2-0.8) at 95% CI. Conclusion One out of every 4pedestrians using the N1 Highway used an unapproved route. Majority of pedestrians who regularly cross the Highway at unapproved routes were males. We recommend vigorous public education and addition of more footbridges. PMID:28149436

Pedestrians' adherence to road traffic regulations on the N1 Highway in Accra, Ghana.

PubMed

Noora, Charles Lwanga; Afari, Edwin Andrews; Nuoh, Robert Domo; Adjei, Eric Yirenkyi; Anthony, Gershon Kobla; Abdulai, Marijanatu; Sackey, Samuel Oko; Kenu, Ernest; Nyarko, Kofi Mensah

2016-01-01

Pedestrian behavior and adherence to road traffic regulation is vital in the prevention and control of road traffic accidents (RTA) especially on highways in Ghana. We assessed pedestrians' adherence to road crossing regulations on the George Walker Bush (N1) Highway in Accra. We conducted a cross sectional study of pedestrians crossing the N1 highway from both sides of the road between 7:00 am and 11:00am. We observed all pedestrians using a checklist and interviewed 413 using a structured questionnaire. We collected data on basic demographics, and pedestrians' knowledge on road crossing (exposures). Data was, cleaned and analyzed using Epi-info version 3.5.4. Pearson Chi-square was used to assess differences in proportions for categorical variables. Binary logistic regression was used to test for association between pedestrian choice of route and exposures. We observed (n = 1856) pedestrians crossing the road during the study period; 1155 (62.2%) males, 461 (24.8%) did not use the approved route(s). Majority 317(76.8%) were adults between the ages of 20-49, mostly males 265 (56.4%). Most people (92.7%) had at least basic education. AOR for sex (male) was 1.7(1.1-2.6), and regular use of Highway (always) was 0.4(0.2-0.8) at 95% CI. One out of every 4pedestrians using the N1 Highway used an unapproved route. Majority of pedestrians who regularly cross the Highway at unapproved routes were males. We recommend vigorous public education and addition of more footbridges.

Superhydrophobic engineered cementitious composites for highway applications : phase I.

DOT National Transportation Integrated Search

2013-05-01

The strength and durability of highway bridges are two of the key components in maintaining a high level of freight transportation capacity on the nations highways. This research focused on developing new hybrid superhydrophobic engineered cementi...

Deviation rectification for dynamic measurement of rail wear based on coordinate sets projection

NASA Astrophysics Data System (ADS)

Wang, Chao; Ma, Ziji; Li, Yanfu; Zeng, Jiuzhen; Jin, Tan; Liu, Hongli

2017-10-01

Dynamic measurement of rail wear using a laser imaging system suffers from random vibrations in the laser-based imaging sensor which cause distorted rail profiles. In this paper, a simple and effective method for rectifying profile deviation is presented to address this issue. There are two main steps: profile recognition and distortion calibration. According to the constant camera and projector parameters, efficient recognition of measured profiles is achieved by analyzing the geometric difference between normal profiles and distorted ones. For a distorted profile, by constructing coordinate sets projecting from it to the standard one on triple projecting primitives, including the rail head inner line, rail waist curve and rail jaw, iterative extrinsic camera parameter self-compensation is implemented. The distortion is calibrated by projecting the distorted profile onto the x-y plane of a measuring coordinate frame, which is parallel to the rail cross section, to eliminate the influence of random vibrations in the laser-based imaging sensor. As well as evaluating the implementation with comprehensive experiments, we also compare our method with other published works. The results exhibit the effectiveness and superiority of our method for the dynamic measurement of rail wear.

Modern Methods of Rail Welding

NASA Astrophysics Data System (ADS)

Kozyrev, Nikolay A.; Kozyreva, Olga A.; Usoltsev, Aleksander A.; Kryukov, Roman E.; Shevchenko, Roman A.

2017-10-01

Existing methods of rail welding, which are enable to get continuous welded rail track, are observed in this article. Analysis of existing welding methods allows considering an issue of continuous rail track in detail. Metallurgical and welding technologies of rail welding and also process technologies reducing aftereffects of temperature exposure are important factors determining the quality and reliability of the continuous rail track. Analysis of the existing methods of rail welding enable to find the research line for solving this problem.

Rail-to-rail differential input amplification stage with main and surrogate differential pairs

DOEpatents

Britton, Jr., Charles Lanier; Smith, Stephen Fulton

2007-03-06

An operational amplifier input stage provides a symmetrical rail-to-rail input common-mode voltage without turning off either pair of complementary differential input transistors. Secondary, or surrogate, transistor pairs assume the function of the complementary differential transistors. The circuit also maintains essentially constant transconductance, constant slew rate, and constant signal-path supply current as it provides rail-to-rail operation.

40 CFR 52.2348 - National Highway Systems Designation Act Motor Vehicle Inspection and Maintenance (I/M) Programs.

Code of Federal Regulations, 2011 CFR

2011-07-01

... 40 Protection of Environment 4 2011-07-01 2011-07-01 false National Highway Systems Designation Act Motor Vehicle Inspection and Maintenance (I/M) Programs. 52.2348 Section 52.2348 Protection of... and Maintenance (I/M) Programs. (a) On March 15, 1996 the Governor of Utah submitted a revised I/M...

40 CFR 52.2348 - National Highway Systems Designation Act Motor Vehicle Inspection and Maintenance (I/M) Programs.

Code of Federal Regulations, 2010 CFR

2010-07-01

... 40 Protection of Environment 4 2010-07-01 2010-07-01 false National Highway Systems Designation Act Motor Vehicle Inspection and Maintenance (I/M) Programs. 52.2348 Section 52.2348 Protection of... and Maintenance (I/M) Programs. (a) On March 15, 1996 the Governor of Utah submitted a revised I/M...

Assessing biological effects from highway-runoff constituents

USGS Publications Warehouse

Buckler, Denny R.; Granato, Gregory E.

1999-01-01

local ecosystem were reviewed to provide information on (1) the suitability of the existing data for a quantitative national synthesis, (2) the methods available to study the effects of highway runoff on local ecosystems, and (3) the potential for adverse effects on the roadside environment and receiving waters. Although many biological studies have been done, the use of different methods and a general lack of sufficient documentation precludes a quantitative national synthesis on the basis of the existing data. The Federal Highway Administration, the U.S. Environmental Protection Agency, the U.S. Geological Survey, the Intergovernmental Task Force on Monitoring Water Quality, and the National Resources Conservation Service all have developed and documented methods for assessing the effects of contaminants on ecosystems in receiving waters. These published methods can be used to formulate a set of protocols to provide consistent information from highway-runoff studies. Review of the literature indicates (qualitatively) that highway runoff (even from highways with high traffic volume) may not usually be acutely toxic. Tissue analysis and community assessments, however, indicate effects from highway- runoff sediments near discharge points (even from sites near highways with relatively low traffic volumes). At many sites, elevated concentrations of highway-runoff constituents were measured in tissues of species associated with aquatic sediments. Community assessments also indicate decreases in the diversity and productivity of aquatic ecosystems at some sites receiving highway runoff. These results are not definitive, however, and depend on many site-specific criteria that were not sufficiently documented in most of the studies reviewed.

Lateral movement and stability of channel banks near four highway crossings in southwestern Mississippi

USGS Publications Warehouse

Turnipseed, D. Phil

1994-01-01

Channel meandering in alluvial streams has caused localized channel instability that has resulted in bridge failure and loss of human life in Mississippi. The U.S. Geological Survey, in coopera- tion with the Mississippi Department of Transpor- tation, conducted a study to develop a better methodology for defining and estimating channel meandering. For this report, river reaches near four bridge sites with current lateral movement of channel banks were selected for study. The lateral movement of channel banks was studied by mapping meanders from aerial photographs taken at various times, evaluating available discharge measurements, and measuring existing channel geometry and soil strength properties at these sites. Rapid, unre- stricted meander cuts and sandy banks are charac- teristic of the sites. Lateral movement was signi- ficant upstream from all four sites, and only one bridge site did not have significant lateral channel-bank movement during the study period. The development of cutbanks and localized channel-bank erosion have caused unstable conditions at three of the sites. Maps of tops of channel indicate significant lateral movement of channel banks upstream and downstream of all four sites and near the bridges at three of four sites. No significant movement occurred at the U.S. Highway 98 crossing of the Bogue Chitto near Tylertown from 1941 to 1991 despite large floods in 1983 and 1990. Slope stability analyses indicated this site to be marginally stable. The maximum lateral movement indicated from maps of tops of channel banks was 680 feet of northward movement of the right (north) bank of the Homochitto River near the State Highway 33 crossing at Rosetta from 1941 to 1983.

Simulating effects of highway embankments on estuarine circulation

USGS Publications Warehouse

Lee, Jonathan K.; Schaffranek, Raymond W.; Baltzer, Robert A.

1994-01-01

A two-dimensional depth-averaged, finite-difference, numerical model was used to simulate tidal circulation and mass transport in the Port Royal Sound. South Carolina, estuarine system. The purpose of the study was to demonstrate the utility of the Surface-Water. Integrated. Flow and Transport model (SWIFT2D) for evaluating changes in circulation patterns and mass transport caused by highway-crossing embankments. A model of subregion of Port Royal Sound including the highway crossings and having a grid size of 61 m (200ft) was derived from a 183-m (600-ft) model of the entire Port Royal Sound estuarine system. The 183-m model was used to compute boundary-value data for the 61-m submodel, which was then used to simulate flow conditions with and without the highway embankments in place. The numerical simulations show that, with the highway embankment in place, mass transport between the Broad River and Battery Creek is reduced and mass transport between the Beaufort River and Battery Creek is increased. The net result is that mass transport into and out of upper Battery Creek is reduced. The presence of the embankments also alters circulation patterns within Battery Creek.

6. DECK OF SIDEWALK AND GUARD RAILS. LOOKING NORTH. ...

Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

6. DECK OF SIDEWALK AND GUARD RAILS. LOOKING NORTH. - Route 31 Bridge, New Jersey Route 31, crossing disused main line of Central Railroad of New Jersey (C.R.R.N.J.) (New Jersey Transit's Raritan Valley Line), Hampton, Hunterdon County, NJ

Superhydrophobic engineered cementitious composites for highway applications : phase II.

DOT National Transportation Integrated Search

2013-06-01

The strength and durability of highway bridges are two of the key components in maintaining a : high level of freight transportation capacity on the nations highways. : The CFIRE project 04-09 demonstrated the feasibility of a new hybrid engineered...

75 FR 76520 - Tennessee Southern Railroad Company, Patriot Rail, LLC, Patriot Rail Holdings LLC, and Patriot...

Federal Register 2010, 2011, 2012, 2013, 2014

2010-12-08

... family by converting two of its subsidiaries from corporations into limited liability companies: (1... Railroad Company, Patriot Rail, LLC, Patriot Rail Holdings LLC, and Patriot Rail Corp.--Corporate Family... Railroad Company (TSRR), Patriot Rail, LLC (PRL) and its subsidiaries, Patriot Rail Holdings LLC (PRH) and...

49 CFR 225.9 - Telephonic reports of certain accidents/incidents and other events.

Code of Federal Regulations, 2010 CFR

2010-10-01

... of a passenger train; (iii) A fatality at a highway-rail grade crossing as a result of a train... Transportation Safety Board (49 CFR part 840) and the Research and Special Programs Administration of the U.S...

49 CFR 234.109 - Recordkeeping.

Code of Federal Regulations, 2014 CFR

2014-10-01

... Transportation Other Regulations Relating to Transportation (Continued) FEDERAL RAILROAD ADMINISTRATION, DEPARTMENT OF TRANSPORTATION GRADE CROSSING SAFETY, INCLUDING SIGNAL SYSTEMS, STATE ACTION PLANS, AND EMERGENCY NOTIFICATION SYSTEMS Response to Credible Reports of Warning System Malfunction at Highway-Rail...

49 CFR 234.109 - Recordkeeping.

Code of Federal Regulations, 2012 CFR

2012-10-01

... Transportation Other Regulations Relating to Transportation (Continued) FEDERAL RAILROAD ADMINISTRATION, DEPARTMENT OF TRANSPORTATION GRADE CROSSING SAFETY, INCLUDING SIGNAL SYSTEMS, STATE ACTION PLANS, AND EMERGENCY NOTIFICATION SYSTEMS Response to Credible Reports of Warning System Malfunction at Highway-Rail...

49 CFR 234.106 - Partial activation.

Code of Federal Regulations, 2014 CFR

2014-10-01

... Transportation Other Regulations Relating to Transportation (Continued) FEDERAL RAILROAD ADMINISTRATION, DEPARTMENT OF TRANSPORTATION GRADE CROSSING SAFETY, INCLUDING SIGNAL SYSTEMS, STATE ACTION PLANS, AND EMERGENCY NOTIFICATION SYSTEMS Response to Credible Reports of Warning System Malfunction at Highway-Rail...

49 CFR 234.107 - False activation.

Code of Federal Regulations, 2014 CFR

2014-10-01

... Transportation Other Regulations Relating to Transportation (Continued) FEDERAL RAILROAD ADMINISTRATION, DEPARTMENT OF TRANSPORTATION GRADE CROSSING SAFETY, INCLUDING SIGNAL SYSTEMS, STATE ACTION PLANS, AND EMERGENCY NOTIFICATION SYSTEMS Response to Credible Reports of Warning System Malfunction at Highway-Rail...

49 CFR 234.105 - Activation failure.

Code of Federal Regulations, 2014 CFR

2014-10-01

... Transportation Other Regulations Relating to Transportation (Continued) FEDERAL RAILROAD ADMINISTRATION, DEPARTMENT OF TRANSPORTATION GRADE CROSSING SAFETY, INCLUDING SIGNAL SYSTEMS, STATE ACTION PLANS, AND EMERGENCY NOTIFICATION SYSTEMS Response to Credible Reports of Warning System Malfunction at Highway-Rail...

49 CFR 234.107 - False activation.

Code of Federal Regulations, 2012 CFR

2012-10-01

... Transportation Other Regulations Relating to Transportation (Continued) FEDERAL RAILROAD ADMINISTRATION, DEPARTMENT OF TRANSPORTATION GRADE CROSSING SAFETY, INCLUDING SIGNAL SYSTEMS, STATE ACTION PLANS, AND EMERGENCY NOTIFICATION SYSTEMS Response to Credible Reports of Warning System Malfunction at Highway-Rail...

49 CFR 234.107 - False activation.

Code of Federal Regulations, 2013 CFR

2013-10-01

... Transportation Other Regulations Relating to Transportation (Continued) FEDERAL RAILROAD ADMINISTRATION, DEPARTMENT OF TRANSPORTATION GRADE CROSSING SAFETY, INCLUDING SIGNAL SYSTEMS, STATE ACTION PLANS, AND EMERGENCY NOTIFICATION SYSTEMS Response to Credible Reports of Warning System Malfunction at Highway-Rail...

49 CFR 234.106 - Partial activation.

Code of Federal Regulations, 2012 CFR

2012-10-01

... Transportation Other Regulations Relating to Transportation (Continued) FEDERAL RAILROAD ADMINISTRATION, DEPARTMENT OF TRANSPORTATION GRADE CROSSING SAFETY, INCLUDING SIGNAL SYSTEMS, STATE ACTION PLANS, AND EMERGENCY NOTIFICATION SYSTEMS Response to Credible Reports of Warning System Malfunction at Highway-Rail...

49 CFR 234.105 - Activation failure.

Code of Federal Regulations, 2013 CFR

2013-10-01

... Transportation Other Regulations Relating to Transportation (Continued) FEDERAL RAILROAD ADMINISTRATION, DEPARTMENT OF TRANSPORTATION GRADE CROSSING SAFETY, INCLUDING SIGNAL SYSTEMS, STATE ACTION PLANS, AND EMERGENCY NOTIFICATION SYSTEMS Response to Credible Reports of Warning System Malfunction at Highway-Rail...

49 CFR 234.109 - Recordkeeping.

Code of Federal Regulations, 2013 CFR

2013-10-01

... Transportation Other Regulations Relating to Transportation (Continued) FEDERAL RAILROAD ADMINISTRATION, DEPARTMENT OF TRANSPORTATION GRADE CROSSING SAFETY, INCLUDING SIGNAL SYSTEMS, STATE ACTION PLANS, AND EMERGENCY NOTIFICATION SYSTEMS Response to Credible Reports of Warning System Malfunction at Highway-Rail...

49 CFR 234.106 - Partial activation.

Code of Federal Regulations, 2013 CFR

2013-10-01

... Transportation Other Regulations Relating to Transportation (Continued) FEDERAL RAILROAD ADMINISTRATION, DEPARTMENT OF TRANSPORTATION GRADE CROSSING SAFETY, INCLUDING SIGNAL SYSTEMS, STATE ACTION PLANS, AND EMERGENCY NOTIFICATION SYSTEMS Response to Credible Reports of Warning System Malfunction at Highway-Rail...

49 CFR 234.105 - Activation failure.

Code of Federal Regulations, 2012 CFR

2012-10-01

... Transportation Other Regulations Relating to Transportation (Continued) FEDERAL RAILROAD ADMINISTRATION, DEPARTMENT OF TRANSPORTATION GRADE CROSSING SAFETY, INCLUDING SIGNAL SYSTEMS, STATE ACTION PLANS, AND EMERGENCY NOTIFICATION SYSTEMS Response to Credible Reports of Warning System Malfunction at Highway-Rail...

Operational Testing of Locomotive-Mounted Strobe Lights

DOT National Transportation Integrated Search

1980-06-01

The report describes revenue-service tests of locomotive-mounted strobe lights used to make trains more conspicuous to motorists at rail-highway crossings. The testing, conducted in cooperation with four railroads, had the objectives of assuring prac...

Identification and prioritization of rail squat defects in the field using rail magnetisation technology

NASA Astrophysics Data System (ADS)

Kaewunruen, Sakdirat

2015-04-01

Inevitably, rail squats and studs are continuing to be a serious problem for railway organisations around the world in the 21st century. They are typically classified as the growth of any cracks that have grown longitudinally through the subsurface and some of the cracks propagating to the bottom of rails transversely, and have branched from initial longitudinal cracks with a depression of rail surface. The horizontal crack, which results in a depression of rail surface, induces increased maintenance level, more frequent monitoring, compromised rail testing (as the crack shields the signal echoes), and possible broken rails. This paper presents field investigations using a magnetised-rail testing device developed by MRX Technologies to identify and prioritise the rail squats. Most of the in situ squats were found on the high rail of the transition (variable-radius curved track), which is associated with rolling contact fatigue (RCF). This investigation highlights the field performance of the MRX's surface crack detection technology in comparison with the traditional ultrasonic method and detailed walking inspection. Visually, it was found in the field that the size of the RCF squats varies from very small to moderate. The predicted crack data were obtained by scanning the magnitised rails. The comparison of the actual crack depths (ultrasonic) and the predicted crack depths (MRX device) shows: • A possible correlation for small RCF/ squat cracks. • Poor interpretation of larger defects and welds. The field assessment also suggests some practical issues required for further development, including the detection of rail spalling, deep transverse crack, welding, and so on.

Development of a methodology to coordinate and prioritize multimodal investment networks.

DOT National Transportation Integrated Search

2005-01-01

Across the nation, there are opportunities to improve coordination among transportation modal agencies, including aviation, transit, ports, highway, rail, pedestrian, and bicycle modes. Virginia's statewide multimodal transportation planning effort V...

Investigating risk factors of traffic casualties at private highway-railroad grade crossings in the United States.

PubMed

Haleem, Kirolos

2016-10-01

Private highway-railroad grade crossings (HRGCs) are intersections of highways and railroads on roadways that are not maintained by a public authority. Since no public authority maintains private HRGCs, fatal and injury crashes at these locations are of concern. However, no study has been conducted at private HRGCs to identify the safety issues that might exist and how to alleviate them. This study identifies the significant predictors of traffic casualties (including both injuries and fatalities) at private HRGCs in the U.S. using six years of nationwide crashes from 2009 to 2014. Two levels of injury severity were considered, injury (including fatalities and injuries) and no injury. The study investigates multiple predictors, e.g., temporal crash characteristics, geometry, railroad, traffic, vehicle, and environment. The study applies both the mixed logit and binary logit models. The mixed logit model was found to outperform the binary logit model. The mixed logit model revealed that drivers who did not stop, railroad equipment that struck highway users, higher train speeds, non-presence of advance warning signs, concrete road surface type, and cloudy weather were associated with an increase in injuries and fatalities. For example, a one-mile-per-hour higher train speed increases the probability of fatality by 22%. On the contrary, male drivers, PM peak periods, and presence of warning devices at both approaches were associated with a fatality reduction. Potential strategies are recommended to alleviate injuries and fatalities at private HRGCs. Copyright © 2016 Elsevier Ltd. All rights reserved.

Range-wide wetland associations of the King Rail: A multi-scale approach

USGS Publications Warehouse

Glisson, Wesley J.; Conway, Courtney J.; Nadeau, Christopher P.; Borgmann, Kathi L.; Laxson, Thomas A.

2015-01-01

King Rail populations have declined and identifying wetland features that influence King Rail occupancy can help prevent further population declines. We integrated continent-wide marsh bird survey data with spatial wetland data from the National Wetland Inventory (NWI) to examine wetland features that influenced King Rail occupancy throughout the species’ range. We analyzed wetland data at 7 spatial scales to examine the scale(s) at which 68 wetland features were most strongly related to King Rail occupancy. Occupancy was most strongly associated with estuarine features and brackish and tidal saltwater regimes. King Rail occupancy was positively associated with emergent and scrub-shrub wetlands and negatively associated with forested wetlands. The best spatial scale for assessing King Rail occupancy differed among wetland features; we could not identify one spatial scale (among all wetland features) that best explained variation in occupancy. Future research on King Rail habitat that includes multiple spatial scales is more likely to identify the suite of features that influence occupancy. Our results indicate that NWI data may be useful for predicting occupancy based on broad habitat features across the King Rail’s range, which may help inform management decisions for this and other wetland-dependent birds.

Price trends for federal-aid highway construction : 1987 base, second quarter 1999

DOT National Transportation Integrated Search

1997-04-01

This plan is part of the continuing commitment by the National Highway Traffic Safety Administration and the Federal Highway Administration to reduce the number of speed-related fatalities and injuries occurring on our highways. Since the repeal of t...

Rail-car impact tests with steel coil: collision dynamics

DOT National Transportation Integrated Search

2003-04-22

Two full-scale oblique grade-crossing impact tests were conducted in June 2002 to compare the crashworthiness performance of alternative corner post designs on rail passenger cab cars. On June 4, 2002 a cab car fitted with an end structure built to p...

Temporary Losses of Highway Capacity and Impacts on Performance

DOE Office of Scientific and Technical Information (OSTI.GOV)

Chin, S.M.

2002-07-31

Traffic congestion and its impacts significantly affect the nation's economic performance and the public's quality of life. In most urban areas, travel demand routinely exceeds highway capacity during peak periods. In addition, events such as crashes, vehicle breakdowns, work zones, adverse weather, and suboptimal signal timing cause temporary capacity losses, often worsening the conditions on already congested highway networks. The impacts of these temporary capacity losses include delay, reduced mobility, and reduced reliability of the highway system. They can also cause drivers to re-route or reschedule trips. Prior to this study, no nationwide estimates of temporary losses of highway capacitymore » had been made by type of capacity-reducing event. Such information is vital to formulating sound public policies for the highway infrastructure and its operation. This study is an initial attempt to provide nationwide estimates of the capacity losses and delay caused by temporary capacity-reducing events. The objective of this study was to develop and implement methods for producing national-level estimates of the loss of capacity on the nation's highway facilities due to temporary phenomena as well as estimates of the impacts of such losses. The estimates produced by this study roughly indicate the magnitude of problems that are likely be addressed by the Congress during the next re-authorization of the Surface Transportation Programs. The scope of the study includes all urban and rural freeways and principal arterials in the nation's highway system for 1999. Specifically, this study attempts to quantify the extent of temporary capacity losses due to crashes, breakdowns, work zones, weather, and sub-optimal signal timing. These events can cause impacts such as capacity reduction, delays, trip rescheduling, rerouting, reduced mobility, and reduced reliability. This study focuses on the reduction of capacity and resulting delays caused by the temporary events