Author: Larry R. LarsonPublisher:
ISBN:
Category : Electronic traffic controls
Languages : en
Pages : 66
Book Description
Method for Prioritizing Intersection Improvements
Author: Larry R. LarsonPublisher:
ISBN:
Category : Electronic traffic controls
Languages : en
Pages : 66
Book Description
Method for Prioritizing Intersection Improvements
Author: Larry R. LarsonPublisher:
ISBN:
Category : Electronic traffic controls
Languages : en
Pages : 102
Book Description
Development of a New Procedure for Prioritizing Intersection Improvement Projects
Author: Juan C. PerniaPublisher:
ISBN:
Category : Roads
Languages : en
Pages : 232
Book Description
Development of a Procedure for Prioritizing Intersections for Improvements Considering Safety and Operational Factors
Author: Jian John LuDevelopment of a New Procedure to Prioritize Intersection Safety Improvement Projects
Author: Jian LuImproved Method of Using Traffic Estimates to Evaluate Intersection Improvements
Author: Karen S. SchurrPublisher:
ISBN:
Category : Roads
Languages : en
Pages : 178
Book Description
A Methodology for the Identification of Safety Improvement Candidate Intersections
Author: Luis LaracuentePrioritizing Intersections for Improvements Considering Operational and Safety Factors
Author: Juan C. PerniaPublisher:
ISBN:
Category : Roads
Languages : en
Pages : 236
Book Description
Traffic Engineering Handbook
Author: ITE (Institute of Transportation Engineers)Publisher: John Wiley & Sons
ISBN: 1118762304
Category : Technology & Engineering
Languages : en
Pages : 688
Book Description
Get a complete look into modern traffic engineering solutions Traffic Engineering Handbook, Seventh Edition is a newly revised text that builds upon the reputation as the go-to source of essential traffic engineering solutions that this book has maintained for the past 70 years. The updated content reflects changes in key industry standards, and shines a spotlight on the needs of all users, the design of context-sensitive roadways, and the development of more sustainable transportation solutions. Additionally, this resource features a new organizational structure that promotes a more functionally-driven, multimodal approach to planning, designing, and implementing transportation solutions. A branch of civil engineering, traffic engineering concerns the safe and efficient movement of people and goods along roadways. Traffic flow, road geometry, sidewalks, crosswalks, cycle facilities, shared lane markings, traffic signs, traffic lights, and more—all of these elements must be considered when designing public and private sector transportation solutions. Explore the fundamental concepts of traffic engineering as they relate to operation, design, and management Access updated content that reflects changes in key industry-leading resources, such as the Highway Capacity Manual (HCM), Manual on Uniform Traffic Control Devices (MUTCD), AASSHTO Policy on Geometric Design, Highway Safety Manual (HSM), and Americans with Disabilities Act Understand the current state of the traffic engineering field Leverage revised information that homes in on the key topics most relevant to traffic engineering in today's world, such as context-sensitive roadways and sustainable transportation solutions Traffic Engineering Handbook, Seventh Edition is an essential text for public and private sector transportation practitioners, transportation decision makers, public officials, and even upper-level undergraduate and graduate students who are studying transportation engineering.
Safety Performance Functions for Intersections on Highways Maintained by the Virginia Department of Transportation
Author: Nicholas J. GarberPublisher:
ISBN:
Category : Roads
Languages : en
Pages : 68
Book Description
In recent years, significant effort and money have been invested through research and implemented safety projects to enhance highway safety in Virginia. However, there is still substantial room for improvement in both crash frequency and severity. As there are limits in the available funds for safety improvements, it is crucial that allocated resources for safety improvement be spent at highway locations that will result in the maximum safety benefits. In addition, intersection crashes play a significant role in the safety conditions in Virginia. For example, crashes at intersections in Virginia for the period 2003 through 2007 account for 43.8% of all crashes and 26% of fatal crashes. Therefore, identifying intersections for safety improvements that will give the highest potential for crash reduction when appropriate safety countermeasures are implemented will have a significant impact on the overall safety performance of roads in Virginia. The Federal Highway Administration (FHWA) has developed a procedure for identifying highway locations that have the highest potential for crash reduction (ITT Corporation, 2008). A critical component of this method is the use of safety performance functions (SPFs) to determine the potential for crash reductions at a location. An SPF is a mathematical relationship (model) between frequency of crashes by severity and the most significant causal factors on a specific highway. Although the SafetyAnalyst User's Manual presents several SPFs for intersections, these were developed using data from Minnesota. FHWA also suggested that if feasible, each state should develop its own SPFs based on crash and traffic volume data from the state, as the SPFs that are based on Minnesota data may not adequately represent the crash characteristics in all states. SPFs for intersections in Virginia were developed using the annual average daily traffic as the most significant causal factor, emulating the SPFs currently suggested by SafetyAnalyst. The SPFs were developed for both total crashes and combined fatal plus injury crashes through generalized linear modeling using a negative binomial distribution. Models were also developed for urban and rural intersections separately, and in order to account for the different topographies in Virginia, SPFs were also developed for three regions: Northern, Western, and Eastern. This report covers Phases I and II of the study, which includes urban and rural intersections maintained by VDOT. Statistical comparisons of the models based on Minnesota data with those based on the Virginia data showed that the specific models developed for Virginia fit the Virginia crash data better. The report recommends that VDOT's Traffic Engineering Division use the SPFs developed for Virginia and the specific regional SPFs suggested in this report to prioritize the locations in need of safety improvement.