

This appendix presents a plethora of recently published resources that can be used by transportation agencies to support ATM functions. The resources contain documentation and tools that cover a wide spectrum of areas involving organizing, planning, analyzing, modeling, programming, and budgeting for ATM strategies. Examples of documentation are reports, guidelines, manuals, and primers. The resources are presented in chronological order starting with the most recent and based on the type of sponsoring agency, categorized into four sections as follows:
This section summarizes the documents and tools published by NCHRP, TRB, and the National Academies that are related to or provide guidelines on ATM.
The Highway Capacity Manual (HCM) serves as a fundamental resource on methods for quantifying highway capacity, including performance measures, and analysis techniques for evaluating the multimodal operation of streets, highways, freeways, and off-street pathways. The current edition includes the latest research on highway capacity, quality of service, active transportation and demand management (ATDM), and travel time reliability. Specific ATM strategies included in the manual are shoulder and median lane strategies, ramp-metering strategies, adaptive signals, dynamic lane grouping, and reversible center lanes (HCM7 2022).
This report provides a summary of research conducted to develop principles and guidelines for presenting drivers with dynamic information related to ATM strategies that can be frequently updated based on real-time conditions. These principles and guidelines are intended to improve the effectiveness of ATM strategies, which include systems to manage congestion, incidents, weather, special events, and work zones. The information addresses the use of alternative ATM media as well as general information on message modality, type, and location for ATM messaging
to promote information retention by drivers and understanding without distracting the driver (Lee et al. 2021).
This document addresses the wide range of issues and complexities related to planning and implementing managed lanes. The document offers a comprehensive set of guidelines addressing a broad array of issues affecting design, implementation, operation, and maintenance of managed lanes. Steps in the planning and implementation process include defining initial objectives, outlining the necessary decision-making process, and addressing safety concerns, through the process of detailed design configuration and operation. These guidelines serve as a primary reference on managed lanes—complementing other national guidelines—and are applicable to practitioners at all levels of experience when designing and implementing managed lanes on freeways and expressways (Fitzpatrick et al. 2016).
This research report presents the findings on the identification and evaluation of the use of highway geometric design features on freeways to reduce nonrecurrent congestion and improve travel time reliability. The report provides general guidelines on the range of design elements that could be used by transportation agencies to improve travel time reliability and reduce nonrecurrent congestion, analysis procedures and models to measure their operational and safety effectiveness, and a life-cycle benefit/cost method to support decision-maker on the possible use of individual treatments to address actual nonrecurring traffic conditions. For the safety effectiveness analysis, a new relationship between safety and congestion was explored, and a mathematical model was developed to quantify crash frequency at various levels of service (Potts et al. 2014b).
The Second Strategic Highway Research Program (SHRP 2) Project L07 Analysis Tool is designed to analyze the effects of highway geometric design treatments on nonrecurrent congestion using a reliability framework. A Visual Basic for Applications (VBA) interface overlaying a Microsoft Excel–based spreadsheet (Excel 2007 and above), the tool is designed to analyze a generally homogeneous segment of a freeway (typically between successive interchanges). The tool allows the user to input data regarding site geometry, traffic demand, incident history, weather, special events, and work zones. Based on these data, the tool calculates base reliability conditions. The user can then analyze the effectiveness of a variety of treatments by providing straightforward input data regarding the treatment effects and cost parameters. As outputs, the tool predicts cumulative travel time index curves for each hour of the day, from which other reliability variables are computed and displayed.
The tool also calculates cost-effectiveness by assigning monetary values to delay and reliability improvements and comparing these benefits to expected costs over the life of each treatment (SHRP 2 2014c).
This user’s guide provides information on using the SHRP 2 Project L07 Analysis Tool, which is designed to analyze the effects of highway geometric design treatments on nonrecurrent
congestion using a reliability framework. The guide is pictorial and annotated and displays most of the entry screens presented to the user by the tool, with descriptions of their respective meanings and usage.
Much of this help content (and additional guidelines) is also embedded in the tool via information buttons (SHRP 2 2014a).
The SHRP 2 Project L07 Analysis Tool is designed to analyze the effects of highway geometric design treatments on nonrecurrent congestion using a reliability framework. The tool is a VBA interface overlaying a Microsoft Excel–based spreadsheet (Excel 2007 and above). The demand generator is a spreadsheet that allows the user to develop demand data (volumes and heavy vehicle percentages) for use by the Project L07 Analysis Tool (SHRP 2 2014b).
The purpose of this guide is to give transportation engineers, designers, planners, and decision-makers an understanding and technical reference on how different highway geometric design elements can be deployed, in new designs or site retrofit actions, to contribute specifically to the reduction of nonrecurring congestion and travel time reliability improvement on both urban and rural freeways. The guide introduces the nonrecurring and travel time reliability topics and metrics, a catalog of design elements, and a process for selecting candidate design elements to evaluate for a specific site. For individual design elements, example content includes a description of that element, advantages and disadvantages, factors to consider when selecting the element, applicability to nonrecurring congestion, design criteria and practices, safety effectiveness, typical applications, and costs. In addition, there is an evaluation procedure that allows practitioners to compare alternative design treatments and select the best treatment solution for a specific site (Potts et al. 2014a).
This synthesis documents the state of the practice associated with designing, implementing, and operating ATM strategies on arterials. The study focused on strategies used to actively manage traffic and congestion on arterials, situations and operating conditions in which ATM strategies have been successfully and unsuccessfully deployed on arterials, and system and technology requirements associated with implementing the strategies. In addition, the report provides information pertaining to institutional issues associated with implementing ATM for arterials, operations and maintenance requirements associated with implementing these strategies, and benefits and costs associated with implementing these strategies (Dowling and Elias 2013).
This synthesis study summarized the state of the practice in deploying adaptive traffic signal control systems (ATCSs) in North America and described ATCS deployments worldwide. This study used an ATCS definition that includes all traffic-responsive and traffic-adaptive control systems under the third generation of traffic signal control systems. The objectives of the study involved describing operational characteristics of major ATCS deployments; identifying and describing widely deployed ATCSs, including a description of their working principles and
operational requirements; identifying operational advantages and disadvantages of deploying ATCSs, and the implementation issues and lessons learned; identifying institutional problems at agencies that deploy ATCSs and documenting their experiences; and investigating implementation costs and benefits perceived by ATCS users (Stevanovic 2010).
This section summarizes published U.S. DOT, FHWA, and AASHTO documents and tools that are related to or include information on ATM operational strategies.
This manual was created as a resource for transportation agencies to develop and sustain the operational capabilities and strategies needed to preserve and optimize transportation system performance. The manual is designed to guide transportation leaders and practitioners as they define and support their transportation systems management and operations (TSMO) efforts. The manual incorporates all levels of TSMO—strategic, programmatic, and tactical—and expands current TSMO practice through a more cohesive approach that helps agencies and their partners gain familiarity with generally accepted operational improvements, as well as develop appropriate future applications. All the ATM operational strategies covered in this guide are included in the tactical section (AASHTO 2023a).
Hosted by AASHTO, this web-based application provides guidance designed for transportation agency managers whose span of control relates to the operations and management of the roadway system, including policymakers and program managers related to intelligent transportation systems (ITS) and TSMO at both the state and regional levels, as well as managers of system-operations-related activities such as traffic engineering, maintenance, and public safety. The guidance can be used to evaluate agency capabilities in key areas of process and institutional arrangements and to prepare a formal action plan. A self-evaluation customizes the guidance based on current agency capability (AASHTO 2023b).
The online tool is a framework intended for agencies or regions to assess current capabilities with respect to traffic management, including ATDM applications. The framework looks at the agency’s ability to monitor and control traffic and the road network, including the centers that coordinate traffic information. Broadly, the framework assesses the capability to efficiently manage the movement of traffic on streets and highways and includes corridor management approaches. The capability levels and the actions are focused on defining the assessments from a traffic manager’s perspective. The actions may require other agencies to be the responsible party, which is intended to foster multiagency collaboration and dialogue about traffic management at the regional level (FHWA 2023).
Hosted by the ITS Joint Program Office of U.S. DOT, this website provides resource information on the benefits of ITS deployments, including the effects of ITS on transportation operations according to the six goals identified by U.S. DOT: safety, mobility, efficiency, productivity, energy and environmental impacts, and customer satisfaction (U.S. DOT 2023a).
Hosted by the ITS Joint Program Office of U.S. DOT, this website provides a national database of cost estimates for ITS deployments. Costs can be used to develop project cost estimates during the planning or preliminary design phase, and for policy studies and benefit/cost analyses (BCAs). Both capital and operating and maintenance costs are provided where possible (U.S. DOT 2023b).
The ITS ePrimer provides transportation professionals with fundamental concepts and practices related to ITS technologies. This online resource can help practicing professionals and students better understand how ITS is integrated into the planning, design, deployment, and operations of surface transportation systems. The ITS ePrimer is both a stand-alone reference document for the practitioner and a text for education and training programs (U.S. DOT 2023c).
The Manual on Uniform Traffic Control Devices (MUTCD) sets minimum standards and provides guidance to ensure uniformity of traffic control devices across the nation. The use of uniform traffic control devices (e.g., their messages, locations, sizes, shapes, and colors) helps reduce crashes and congestion, improves the efficiency of the surface transportation system, and helps reduce the cost of traffic control devices through standardization. The most recent version of the MUTCD, which is a dynamic document that changes with time to address contemporary safety and operational issues, is available on the FHWA website (FHWA 2022).
These guidelines provide a recommended process for using traffic simulation software in transportation analyses. The guidelines provide the reader with a seven-step process that begins with the project scope and ends with the final project report. The seven steps in the process include:
The process is generic in that it is independent of the specific software tool used in the analysis. These guidelines can assist the transportation community in creating a more consistent process in the use of traffic simulation software (Dowling et al. 2019).
This document provides regional and local agencies with guidance on how to strategically and effectively implement and operate ATM strategies. The document describes the stepwise approach to accomplishing this implementation through the application of the system engineering process; comprehensive planning; and organizational considerations, capabilities, and design considerations. The document utilizes a combination of relevant existing resources and
documents along with best practices and lessons learned gleaned from early adopters to offer practical guidance. The document also emphasizes the value of ATM and what these strategies can offer to operating agencies as part of their broader TSMO program. The intended audience(s) of the guide includes agencies interested in implementing ATM in their region, as well as agencies that have implemented ATM and are interested in guidance on operating their ATM systems and strategies more effectively (Kuhn et al. 2017).
The compendium is one of a series of reference documents and tools developed by the FHWA Office of Operations designed to assist planners and operations professionals in evaluating the benefits and costs of TSMO strategies and technologies. The compendium is a collection of cases from across the country where BCA has been applied to a specific TSMO technology/strategy or group and includes hypothetical cases designed to demonstrate how BCA can be used for a specific TSMO technology/strategy or group. FHWA has developed a sketch planning BCA tool, called the Tool for Operations Benefit-Cost Analysis (TOPS-BC), for application to TSMO projects. Over two dozen cases are presented in the document, and they cover a wide range of TSMO technologies and strategies where each case addresses one or more specific issues or procedures, including ATM operational strategies (Lawrence et al. 2015).
This screening guide was developed to assist transportation agencies and planning organizations in making informed investment decisions regarding ATM by determining the feasibility of ATM strategies before committing significant resources toward any subsequent project development and design activities. The guide was based on an extensive review of literature along with interviews with several practitioners who have been directly involved in the feasibility analyses, design, deployment, and/or operation of ATM strategies. The guide presents a recommended process for agencies to follow as they consider ATM deployment at the feasibility and screening analysis levels. Following the guidance will help practitioners to identify specific roadway segments most suited for ATM, the appropriate strategies, and the expected costs and range of benefits (Neudorff and McCabe 2015).
This primer poses ramp metering as a potential tool to address commonly occurring congestion and safety issues. The primer incorporates recent research on challenges agencies experience during their attempts to deploy or expand ramp metering in their regions. Recent case studies provide insights into how the common challenges of geometric limitations, agency support, and project costs could be addressed as well as lessons learned. The primer emphasizes organizational capability, public outreach, and geometric limitations as key considerations when deploying or expanding ramp metering (Mizuta et al. 2014).
This manual provides guidelines on the installation and setup of TOPS-BC, which was developed to support key decision capabilities including:
The TOPS-BC tool was developed to complement the desk reference developed as part of the FHWA Operations Benefit/Cost Desk Reference project (Sallman et al. 2013).
This primer deals with the collaborative and systematic consideration of management and operations during transportation project design and development. The primer introduces the concept for designing for operations and describes tools or institutional approaches to assist transportation agencies in considering operations in their design procedures. The primer also addresses specific design considerations for various operations strategies (Atkinson et al. 2013).
This report documents the lessons learned and critical issues related to the deployment of ATDM nationwide. Some of the topics discussed in this report include agency approaches to incorporating ATDM in the planning process, regulatory and institutional obstacles that may need to be overcome prior to implementation, the importance of developing strong partnerships with stakeholders, the importance of outreach, design exceptions created by ATDM applications, appropriate signage to adequately convey operational strategies to travelers, and operations and maintenance approaches and responsibilities (Kuhn et al. 2013).
This guide for practitioners offers an overview of planning for operations, which is a joint effort between planners and operators to integrate management and operations strategies into the planning process for the purpose of improving regional transportation system efficiency, reliability, and travel options. The guide provides links to resources, tools, and case studies for metropolitan planning for operations, stateside planning for operations, regional coordination and collaboration, collaborative tools to integrate operations into planning, and analysis of management and operations (FHWA 2013).
This publication presents a high-level analysis approach to evaluate four illustrative examples described in the AMS concept of operations report (FHWA-JPO-13-020). The publication can be used to identify the collective modeling requirements for ATDM (specific to individual strategies) to support future testbed development and AMS research. This publication also identifies the collective modeling requirements for ATDM to support future testbed development and associated research.
This publication provides guidance on the development of a robust set of requirements for the ATDM AMS framework and—potentially—future testbed development (Yelchuru et al. 2013).
Performance-based planning and programming (PBPP) refers to the application of performance management principles within the planning and programming processes of transportation
agencies to achieve desired performance outcomes for the multimodal transportation system. This document provides state departments of transportation (DOTs), metropolitan planning organizations (MPOs), regional transportation planning organizations, transit agencies, and other partner organizations with information on the key elements of a PBPP process and the relationship of these elements within existing planning and programming processes. The guidebook is designed to highlight effective practices to help transportation agencies in moving toward a performance-based approach to planning and programming (Grant et al. 2013).
The objective of this project (SHRP 2 L08) was to determine how data and information on the impacts of differing causes of nonrecurrent congestion (e.g., incidents, weather, work zones, special events, etc.) in the context of highway capacity could be incorporated into the performance measure estimation procedures contained in the HCM. Another objective was to develop methodologies to predict travel time reliability on selected types of facilities and within corridors. The final report presents a summary of the work conducted during the development of two proposed new chapters for the 2010 HCM. The two proposed HCM chapters—36 and 37—introduce the concept of travel time reliability and offer new analytic methods. The prospective HCM Chapter 36 concerns freeway facilities and urban streets, and the prospective supplemental HCM Chapter 37 elaborates on the methodologies and provides an example calculation. SHRP 2 Reliability Project L08 has also released the FREEVAL and STREETVAL computational engines. The FREEVAL-RL computational engine employs a scenario generator that feeds the freeway highway capacity analysis methodology to generate a travel-time distribution from which reliability metrics can be derived. The STREETVAL-RL computational engine employs a scenario generator that feeds the urban streets highway capacity analysis methodology to generate a travel-time distribution from which reliability metrics can be derived (Zegeer et al. 2013).
This guide includes a conceptual analysis framework, recommended measures of effectiveness, and methodology for evaluating the impacts of ATDM strategies on system demand, capacity, and performance. The guide presents methods to analyze the varying demand and capacity conditions that facilities operate under and to apply a transportation management action to respond to those conditions. The methodology captures the effects of ATDM at a macroscopic level suitable for planning and investment decision-maker but not real-time operations. This guide is designed to be used in conjunction with the HCM for the planning, programming, and design of ATDM measures (Dowling et al. 2013).
The purpose of this report is to document an initial screening of AMS testbed locations that was conducted to identify seven to 10 potential candidate locations that may be further down-selected in a future effort for developing AMS testbeds to conduct an evaluation of dynamic mobility applications (DMA) and ATDM applications and strategies. The criteria used for screening the testbed locations included geographic scope, temporal scope, temporal resolution, multimodal setup, level of congestion, multisource setup, calibrated AMS models, ease of adaptability, and existing deployments and/or research (Shah et al. 2013).
This report presents a high-level framework for AMS testbeds that recognizes both technical risk and primary evaluation needs of DMA and ATDM programs. The AMS testbed, as presented in this report, refers to a set of computer models that can replicate the effects of public agencies and the private sector in a region implementing concepts, bundles, and strategies associated with the DMA and ATDM programs. The report also presents four technical approaches that are consistent with the AMS framework (Vasudevan and Wunderlich 2013a).
The purpose of this report is to document a preliminary plan for evaluating impacts of individual ATDM strategies and logical combinations of strategies, and to identify conflicts and synergies for maximum benefit. Elements that are covered include key research questions and hypotheses that should be tested in the AMS testbed, performance measures that underpin the hypotheses, analysis scenarios, key technology and market penetration assumptions, sensitivity analyses, and results reporting (Vasudevan and Wunderlich 2013b).
The purpose of this report is to document a preliminary plan for evaluating impacts of individual DMA strategies, individual DMA bundles, and logical combinations of bundles and applications, and to identify conflicts and synergies for maximum benefit. This report covers the same elements as the report described previously (Vasudevan and Wunderlich 2013c).
This report presents a combined set of requirements for an AMS testbed based on the foundational research conducted under the ATDM program and the analytical needs of the DMA bundles. A total of 103 requirements were identified to represent system entities (“nodes”: system users, connected vehicles/devices, communications systems, operational data environments, and system managers); data and information flows (“arcs”) connecting system entities, including attributes of latency, aggregation, message content, range, reliability, and accuracy (error); ATDM strategies and DMA applications enhancing current decision-maker by system users or system managers or enabling new forms of decision-maker by users and managers; operational conditions (e.g., ambient demand, incident, and weather conditions); and system performance measurement (e.g., mobility, safety, environment, and cost) (Wunderlich et al. 2013).
This document is intended for use by adopters of integrated corridor management (ICM) approaches and strategies to address congestion and travel time reliability issues within specific travel corridors. The document introduces the topic of ICM and identifies the type of information system, the integrated corridor management system (ICMS), that is used to support transportation network managers and operators in applying ICM. The document discusses typical issues (lessons learned) that arose during the U.S. DOT research initiative, where the U.S. DOT
partnered with eight transportation agencies in large metropolitan areas (known as Pioneer Sites) to research effective means of implementing ICM approaches in their major travel corridors. The guide offers suggestions for each stage of an implementation effort for an ICMS, to assist other agencies in benefiting from the research done to date and from the experiences of the Pioneer Sites. The guide is only one of a set of documents that the U.S. DOT published to provide guidance and advice to prospective early adopters of ICM. In addition to the material covered in the guide itself, there are extensive references to other documents and source material that can assist ICM adopters in successfully applying these concepts (Gonzalez et al. 2012).
This report provides guidance on the use of variable speed limit (VSL) systems in wet weather at locations where the operating speed exceeds the design speed, and the stopping distance exceeds the available sight distance. The report includes recommendations pertaining to the design, installation, operation, maintenance, and enforcement of wet-weather VSL systems. The guidelines presented in this report are intended for a broad range of audiences, from transportation policy professionals who are considering whether or not their agency should use VSL systems to engineers who are designing VSL systems for their jurisdictions. The information within this report should be useful to anyone considering the implementation or development of a VSL system. The report also includes examples of VSL implementation issues that agencies have encountered in the past (Katz et al. 2012).
This desk reference is intended for a wide range of practitioners who are interested in conducting BCA of operations strategies. The guidance provided in the desk reference includes basic information as well as more complex analytical concepts and latest research in order to support the needs of both beginners and more advanced analysts. Some of the more advanced topics include capturing the impacts of travel time reliability; assessing the synergistic effects of combining different strategies; and capturing the benefits and costs of supporting infrastructure, such as traffic surveillance and communications. The desk reference is supported by an operations benefit/cost decision support tool, called TOPS-BC, which is designed to assist practitioners in performing BCA (Sallman et al. 2012).
This document provides guidance on methods for applying dynamic traffic assignment (DTA) in transportation modeling. This guidance will inform MPOs and state DOTs of the potential benefits and applications that are possible from utilization of DTA modeling tools. The guide is intended to assist practitioners in developing and implementing DTA for regional planning, project planning, and other transportation analyses (Sloboden et al. 2012).
This guide provides a step-by-step approach to the implementation of the ICM AMS methodology and reflects lessons learned in its application to the three ICM Pioneer Sites and a test corridor. The guide is specifically targeted at technical and/or program managers in transportation agencies at the state or local level who may oversee the implementation of ICM and/or an ICM AMS initiative. This guide will also be a helpful reference to all stakeholders involved in AMS, including technical modelers, by providing a framework for developing an effective
analysis plan to support selection and application of available tools and models specifically conducive to ICM (Alexiadis et al. 2012).
This document focuses on key considerations when applying various modeling tools for work zone traffic analysis and provides a decision framework on how to select the best alternatives based on a set of performance measures. The document contains step-by-step guidance on determining the most suitable tools to perform the work zone analysis and presents the essential components of a work zone traffic analysis report. Many case studies are presented to demonstrate a diverse set of work zone traffic analysis applications (Zhang et al. 2012).
This report and an accompanying guide are intended to help transportation agencies reengineer their day-to-day business practices to improve traffic operations, address nonrecurring traffic congestion, and improve travel time reliability on highway networks. The report includes several case studies from the United States and one case study from the United Kingdom. Recurring congestion is not addressed in this project; however, the report describes how other agencies have addressed it. The case studies show how business processes such as traffic incident management, work zone management, planned special event management, road weather management, and traffic control system management were successfully implemented in operational areas. Students of traffic operations will recognize these subject areas as corresponding to five of the seven causes of nonrecurring traffic congestion. The research report and the accompanying guide also introduce one of the tools used in business process reengineering: business process mapping. The Business Process Modeling Notation (BPMN), developed by the IBM Corporation, is used in this report and the guide. This approach proved highly adaptable to business processes related to traffic operations. BPMN uses a straightforward, graphical approach to business processes, illustrating them with objects, flows, swim pools, and swim lanes (Kimley-Horn and Associates, Inc., and PB Consult 2011).
The project report develops and provides an examination of current state DOT practices and insights from other sectors with strong operational orientations. The guide establishes a systematic guidance framework based on the traceable relationships between the technical and business process features most supportive of effective SO&M and the institutional architecture that supports such processes. After this guide was submitted for publication, the SHRP 2 Reliability Project L06 research was converted into a web-based tool that would be user-friendly, easy to access, and updatable (Parsons Brinckerhoff et al. 2011).
The purpose of this scanning study was to examine innovative design practices and techniques used in England, Germany, the Netherlands, and Spain to improve the operational performance of congested freeway facilities. This effort builds upon other scans that focused on congestion management and managed lane programs and aims to help transportation agencies implement the world’s best practices in the United States. The report contains information about managed motorways that involve active or dynamically managed operational regimes, specific infrastructure designs, and technology solutions. Shoulder running, variable mandatory speed limits,
lane control signals, and driver information using variable message signs are some of the examples of such strategies (Jones et al. 2011).
The purposes of this primer are to present ATM and transportation demand management concepts and strategies, and to show the need for and benefits of using them to mitigate traffic congestion. The primer describes a conceptual framework, introduced by the Dutch Ministry of Transport, and makes a distinction between traffic management and travel demand management (Schreffler 2011).
This guide offers recommendations on the management, planning, and conduct of traffic analysis that will promote greater traffic analysis tool consistency over the typical project development life cycle. The guide is directed toward professionals operating in state DOTs and other agencies responsible for transportation project development and delivery (Dowling 2011).
This guidebook describes an approach that can be used to integrate management and operations strategies into the metropolitan transportation planning process with the aim to maximize transportation network performance. The recommended approach can be used to meet federal transportation planning requirements for promoting efficient system management and operations and implementing a congestion management process. The approach is based on quantifiable operations objectives, performance measures, and management and operations strategies that affect the projects selected for the transportation improvement program (Grant et al. 2010).
The purpose of this report is to provide an overview of implementation efforts aiming to increase roadway capacity by using shoulder lanes as temporary or interim travel lanes. The report includes information related to the impact of that shoulder usage on highway safety and/or accidents during operations. The report also provides critical information that can be used by FHWA to formulate guidance for transportation agencies on using shoulder lanes as travel lanes. In addition, the report addresses several deployment-related issues that need to be taken into consideration by transportation agencies. Some of these issues pertain to traffic control devices, design, performance measures, potential safety benefits, maintenance, enforcement roles and processes, incident response, personnel training, costs, liability, and public outreach and education (Kuhn 2010).
The intent of this report is to assist transportation planners and their partners in developing a transportation plan that is based on operations objectives, performance measures, and strategies that are relevant to their region, addressing community needs and constraints and improving mobility and safety. The report contains excerpts from a model metropolitan transportation plan, presenting the results of an objectives-driven, performance-based approach to planning for operations (Worth et al. 2010).
This synthesis report describes both U.S. and European techniques in ATM. The primary focus of this synthesis is on European experience, which in some cases dates back a number of years. This report provides a compilation of lessons learned, experiences, operational results, and benefits associated with ATM applications. The applications included for discussion are primarily those that involve variable speed management (also called speed harmonization or lane control in Europe), shoulder or line management, junction control, and directional routing. The report concludes with a discussion of the potential benefits and challenges of a system-wide application of techniques to actively manage traffic and a listing of initial implementations of European strategies in the United States (Parsons Brinckerhoff 2010).
This document discusses where and how to study small, localized sections of a facility (e.g., on- and off-ramps, merges, lane drops, intersections, weaves, etc.). The document also provides some guidance about when analysis is warranted and what data inputs are required (Dbindsa and Spiller 2010).
This document is developed to guide traffic engineers and transportation operations managers in analyzing and modeling weather impacts on transportation systems. It is expected that through use of the weather module, better estimates and predictions of real-world traffic parameters during adverse weather conditions can be made, leading to appropriate measures for improving highway safety and mobility in inclement weather (Park et al. 2010).
This guide describes how to estimate staffing and resource needs necessary to effectively operate and maintain traffic signal systems. The project revealed that high levels of signal system performance are achieved under various conditions such as geography, agency size, system complexity, and traffic conditions. Additionally, the guidelines include a set of performance-based criteria that are focused on defining operations objectives and performance measures (Gordon and Braud 2009).
This guide provides guidance to the analyst, researcher, or manager who oversees conducting a specific work zone analysis project or developing an overall work zone modeling program or approach. The guide includes numerous case study examples, discussions, and analyses designed to provide the prospective work zone analyst with information pertaining to the selection of a transportation modeling approach as well as specific project applications (including constructability, scheduling, and transportation management plan design and evaluation) (Hardy and Wunderlich 2009).
The purpose of this primer is to provide information on managed lanes as a mobility strategy, and to assist practitioners in exploring managed lane strategies in their own region. The primer is written for community leaders, key policymakers, and transportation agency managers. Topics
covered in the primer include managed lane definitions, managed lane success stories, unique managed lane project issues and challenges, and managed lane future outlook (FHWA 2008).
This document provides insights into the common pitfalls and challenges associated with the use of traffic analysis tools for predicting future performance of a transportation facility. The document presents five case studies that demonstrate common ways to ensure appropriate results when using a microsimulation tool, and also includes how-to material that allows users to address common challenges associated with microsimulation analysis (Luttrell et al. 2008).
This document is a guide for decision-makers at agencies and in jurisdictions regarding the role of analytical tools in work zone planning and management. The document can help users in conducting work zone analyses, which can be used as a trusted resource for understanding the potential mobility impacts, and then using this information to inform key decisions (Hardy and Wunderlich 2008).
This report presents the results of an investigation into the appropriate definition, interpretation, and computation of measures of effectiveness (MOEs) for traffic operations and capacity improvements. The report recommends a basic set of MOEs that can help rapidly assess the current problems, and benefits of alternative improvements at the system level, in a form readily understandable by the decision-maker, including throughput, mean delay, travel-time index, freeway segments at breakdown, and surface street intersections with long queues, turn bay overflows, and exit blockages. The report also recommends that vehicle trajectories be used as the common denominator for comparison of results between tools and methods between field data collection and analytical tools (e.g., HCM, microsimulation, etc.). Finally, this report concludes by illustrating the computation and interpretation of the recommended system-wide MOEs for a freeway and an urban arterial street (Dowling 2007).
The purpose of this scanning study was to examine the congestion management programs, policies, and experiences of European countries (i.e., Denmark, England, Germany, and the Netherlands) that have extensively used ATM strategies including speed harmonization, temporary shoulder use, and dynamic signing and rerouting. This scan provides information on how agencies dealt with highway congestion, actively managed and operated freeways, and planned for and designed managed lanes at the facility, project, corridor, or system level. The scan focused on managed lanes that were used to provide additional roadway capacity and operating strategies to respond to variable traffic conditions. Furthermore, the scan examined how agencies integrate managed lane strategies into their congestion management program, network, and corridor planning and how managed lanes are considered in the context of developing highway improvement projects (Mirshahi et al. 2007).
This guide provides detailed information for using the Corridor Simulation (CORSIM) traffic simulation software to conduct a transportation analysis using the process recommended in
Volume III. CORSIM is the core simulation and modeling component of the Traffic Software Integrated System (TSIS) tool suite. The guidelines provide the reader with a seven-step process that begins with project scope and ends with the final project report. The process is specific to using CORSIM and TSIS. The intent of this document is to assist the transportation community in creating a more consistent process in the use of the CORSIM traffic simulation software (Holm et al. 2007).
The handbook provides guidance and recommendations on managing and controlling freeway traffic on ramps. The goal of the guidance is to improve the use and effectiveness of ramp management and control strategies. The handbook also provides detailed information concerning the issues and concepts specific to ramp management and control that were provided in Chapter 7 of the Freeway Management and Operations Handbook (Jacobson et al. 2006).
The handbook provides an overview of various institutional and technical issues and includes information and guidance that will help the user to better understand the wide variety of potential strategies, tools, and technologies that may be used to support management and operation of the freeway network. Some of the topics covered in this handbook include freeway management programs, performance monitoring and evaluation, roadway and operational improvements, ramp management and control, managed lanes, high-occupancy vehicle treatments, traffic incident and special event management, management during emergencies and operations, information dissemination, transportation management centers, detection and surveillance, regional integration, and communications (Neudorff et al. 2006).
This primer provides an overview of traffic analysis tools in the transportation analysis process. The primer describes different categories of traffic analysis tools and discusses the challenges and limitations of using traffic analysis tools. The primer also provides a comparison between HCM analysis and traffic simulation-based analysis. Criteria for selecting the appropriate type of traffic analysis tool are described as well (Alexiadis et al. 2004).
This report describes the role of traffic analysis tools in the transportation analysis process and provides a detailed decision support methodology for selecting the appropriate type of analysis tool. The report explains the role of traffic analysis tools and tool categories and provides several criteria for selecting the appropriate type of traffic analysis tool. The criteria include the analysis context, study area, facility type, travel mode, management strategy, traveler response, performance measures, and cost-effectiveness. A process and worksheets for an analyst to rate a tool category for a particular transportation analysis task are presented based on the criteria and the analyst’s weighting of the criteria. The report also discusses challenges and limitations of the use of traffic analysis tools (Jeannotte et al. 2004).
The purpose of this traffic analysis toolbox is to give the reader a summary of nine real-world case studies that demonstrate the benefits of using traffic analysis tools (Kittelson et al. 2004).
This section summarizes the resources, documents, and tools published by state and local agencies related to specific ATM projects that provide information that is likely to be of interest to agencies considering ATM for their jurisdictions.
This report addresses the need to apply operational strategies of the ITS technology in conjunction with an advanced traffic management system for the arterial roadways in order to reduce unnecessary delays and improve the overall reliability of the arterial system. The report provides information and recommendations concerning the implementation of an active arterial management program within the Florida Department of Transportation (FDOT) that will enhance the maintenance and operations of the network with the overall goal of reducing congestion in the short term (FDOT 2013).
This report presents opportunities and challenges associated with the implementation and deployment of ATM strategies in the United States. The study objectives were to assess the state of the practice for ATM strategies, such as speed harmonization, temporary shoulder lane use, and junction control, and to analyze potential operational benefits from implementing temporary shoulder lane-use strategies on a segment of I-65 in the Birmingham, Alabama, region. The report describes how microscopic simulation modeling was used to quantify the impacts of temporary shoulder lane use on traffic operations. The report also documents how a detailed BCA was carried out to analyze the economic feasibility and potential gains from deploying such strategies (Sisiopiku 2009).
This report presents an active management screening tool (AMST) that agencies can use to better assess the potential of active management strategies for their region. The screening tool is structured to provide useful information and guidance related to active management strategies in all areas and levels of transportation planning. Active management strategies included in the tool are high-occupancy vehicle and high-occupancy toll lanes, express toll lanes, non-tolled express lanes, exclusive/dedicated truck lanes, exclusive transitways, temporary shoulder use, speed harmonization, queue warning, dynamic rerouting and traveler information, ramp metering, dynamic merge control, and automated enforcement. The AMST was improved through this project by considering recent and emerging research and domestic experiences. The project also enhanced the website developed in the previous University Transportation Cember for Mobility (UTCM) project in 2011 to incorporate changes in the newly formed ATDM program within FHWA (Kuhn and Jasek 2012).
This document provides design guidance for the development of transit facilities on city streets, and for the design and engineering of city streets to prioritize transit, improve transit service quality, and support other goals related to transit. Developed based on other design guidance, city case studies, best practices in urban environments, research and evaluation of existing designs, and professional consensus, the document provides specific guidance on providing TSP in the urban arterial environment (NACTO 2016).
This report provides four sets of guidelines on how to incorporate ATM applications into the planning process. The first set of guidelines identifies required infrastructure and operational conditions, such as sensor placement and queuing behavior, to apply a particular ATM technique at a particular roadway segment. The second set documents sketch planning analysis methods that can be used to estimate operational and safety benefits stemming from a particular ATM. The third set describes more detailed simulation analyses, while the fourth set deals with continued monitoring of an ATM deployment at a given site. The report also presents a framework for incorporating ATM strategies into regional planning functions (Fontaine and Miller 2012).
This report provides a summary of the research conducted during a project sponsored by UTCM related to best practices for deployment and operation of ATM strategies. This document includes a literature review related to ATM, an inventory of ATM deployments both overseas and in the United States, a summary of best practices and general guidelines for the deployment of ATM, information on the development of an ATM website, and a webinar that can be used to disseminate the project findings to the transportation community (Levecq et al. 2011).
The purpose of this study was to identify potential improvements to the physical facilities and traffic operations that existed prior to the I-35W bridge collapse in August 2007 while considering potential improvements in the I-94 corridor. The study examined options that would fit in the existing corridor envelope including a no-build alternative, added general purpose lanes, and managed lanes. Four basic alternatives including high-occupancy toll lanes, priced dynamic shoulder lanes, dynamic shoulder lanes, bus shoulders, and hybrid scenarios were examined. The alternatives included three-lane and four-lane segments, and right- and left-entering/exiting ramps. The report describes the benefits of ATM in addressing safety issues in the I-94 corridor and evaluates the most promising cost-effective options (Parsons Brinckerhoff et al. 2010).
This report documents the existing body of knowledge regarding managed use lane (MUL) facilities. The report intends to better inform decisions in the New York City region. The report covers topics such as key elements and objectives of MULs; types of MULs focusing on efficiency-, transit-, and pricing-centric MULs; development of MUL projects, including project conceptualization and planning, strategy selection, corridor management, performance measurement, technology options, public participation, and policy refinement; and case studies of implemented MULs in North America and Europe (Ungemah et al. 2008).
This document is the concept of operations report for the Washington State Department of Transportation ATM program. The document provides a description of ATM along with its goals, vision, and high-level concepts. This report is intended for readers of all levels and provides information on the project justification, stakeholder and operational needs, system overview, operations and maintenance budgeting, and overall concept of operations for the ATM program (PB Americas, Inc., et al. 2008).
This report discusses findings on ATM from the European experience and assesses several ATM techniques including speed harmonization, queue warning, junction control, hard-shoulder running, dynamic rerouting, and traveler information. The report provides background information; concept-level design; signing and operation plans; estimated capital, operating, and maintenance costs; and anticipated benefits for each ATM technique as it applies to the selected study area (the Puget Sound region). Additionally, an assessment of the potential operational- and policy-level implementation issues is provided for each ATM strategy examined (PB Americas, Inc., et al. 2007).
This design guide is to be used as the primary reference for planning and design of urban motorways in Victoria. The guide includes two volumes that include a number of parts. Rather than a focus on isolated treatments to address localized problems, all elements documented in the guide have a role to play in supporting a holistic, whole-of-network management approach. This includes route-based motorway analysis and design, as well as management of traffic across the broader arterial road network. Managed motorway is a holistic system approach that spans across all phases of asset management from planning to design to operations (VicRoads 2019).
This handbook provides the principles and standards for active freeway traffic management tools related to lane use, VSLs, and on-road information for motorists. The tools described help improve safety and operation and enhance traveler information about roadway conditions. The guide is based on contemporary traffic management practices and state-of-the-art technologies designed and operating on managed freeway projects in Australia. This handbook is one in a series of documents related to managed freeways (VicRoads 2013).
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