Roads Are Often Crowded, Frequently in Poor Condition, Chronically Underfunded, and Are Becoming More Dangerous
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Economic Regulation of Utility Infrastructure
4 Economic Regulation of Utility Infrastructure Janice A. Beecher ublic infrastructure has characteristics of both public and private goods and earns a separate classification as a toll good. Utilities demonstrate a Pvariety of distinct and interrelated technical, economic, and institutional characteristics that relate to market structure and oversight. Except for the water sector, much of the infrastructure providing essential utility services in the United States is privately owned and operated. Private ownership of utility infrastructure necessitates economic regulation to address market failures and prevent abuse of monopoly power, particularly at the distribution level. The United States can uniquely boast more than 100 years of experience in regulation in the public in- terest through a social compact that balances and protects the interests of inves- tors and ratepayers both. Jurisdiction is shared between independent federal and state commissions that apply established principles through a quasi-judicial pro- cess. The commissions continue to rely primarily on the method known as rate base/rate-of-return regulation, by which regulators review the prudence of in- frastructure investment, along with prices, profits, and performance. Regulatory theory and practice have adapted to emerging technologies and evolving market conditions. States—and nation-states—have become the experimental laborato- ries for structuring, restructuring, and regulating infrastructure industries, and alternative methods have been tried, including price-cap and performance regu- lation in the United Kingdom and elsewhere. Aging infrastructure and sizable capital requirements, in the absence of effective competition, argue for a regula- tory role. All forms of regulation, and their implementation, can and should be Review comments from Tim Brennan, Carl Peterson, Ken Costello, David Wagman, and the Lincoln Institute of Land Policy are greatly appreciated. -
What Is the Difference Between an Arterial Street and a Non-Arterial (Local) Street?
WHAT IS THE DIFFERENCE BETWEEN AN ARTERIAL STREET AND A NON-ARTERIAL (LOCAL) STREET? Federal and State guidelines require that streets be classified based on function. Generally, streets are classified as either arterial streets or non-arterial streets. Cities can also use the designations to guide the nature of improvements on certain roadways, such as sidewalks or street calming devices. The primary function of arterials is to provide a high degree of vehicular mobility through effective street design and by limiting property access. The vehicles on arterials are often through traffic. Generally, the higher the classification of a street (Principal Arterial) being the highest), the greater the volumes, through movements, length of trips and the fewer the access points. Arterials in Shoreline are further divided into the three classes and are described as follows: • Principal Arterials have higher levels of local land access controls, with limited driveway access, and regional significance as major vehicular travel routes that connect between cities within a metropolitan area. Examples: Aurora Avenue N, NE 175th Street and 15th Avenue NE • Minor Arterials are generally designed to provide a high degree of intra-community connections and are less significant from a perspective of a regional mobility. Examples: Meridian Avenue N,N/ NE 185th Street and NW Richmond Beach Road • Collector Arterials assemble traffic from the interior of an area/community and deliver it to the closest Minor or Principal Arterials. Collector Arterials provide for both mobility and access to property and are designed to fulfill both functions. Examples: Greenwood Avenue N, Fremont Avenue N and NW Innis Arden Way. -
Improving Road Infrastructure and Traffic Flows IRU Resolution Adopted by the Council of Direction at Its Meeting in Brussels on 18 May 2000
Improving road infrastructure and traffic flows IRU Resolution adopted by the Council of Direction at its meeting in Brussels on 18 May 2000 The mobility of people and goods is dependent on the efficient use of existing traffic infrastructure, and the modernisation and expansion of traffic infrastructure to meet the future demand for transport services efficiently and cost-effectively. This applies in particular to roads, since road transport accounts for more than 90% of all passenger transport and more than 80% of all goods transport in most countries in terms of passengers and tonnes carried. Impediments to mobility such as traffic restrictions, road blockades, closures of certain road infrastructure sections, or congestion due to bottlenecks in road infrastructure ignore the fact that • road infrastructure investments are a vital prerequisite for improving road safety, (see annex 1) • revenues from the transport of goods by road (fuel taxes, vehicle ownership taxes, road user charges) more than cover expenditure on road building and maintenance, as do revenues from the transport by bus and coach (see annex 2) • congested traffic leads to a significant increase of fuel consumption by a factor of up to 3, (see annex 3) • on average, only 0.5% of total land surface in most countries is used for road infrastructure, (see annex 4) • the economic benefits of road infrastructure investments are 29 times its investment costs, and thus the highest of all infrastructure sectors, including other transport modes, (see annex 5) • the economic cost of impediments to road transport (congestion, border delays, traffic bans, blockades etc.) amounts to 0.5% of GDP, i.e. -
Environmental Product Declaration in Accordance with ISO 14025 and EN 15804:2012+A1:2013 For
Environmental Product Declaration In accordance with ISO 14025 and EN 15804:2012+A1:2013 for: Under Ballast Mat, type UBM-H35-C from Programme: The International EPD® System, www.environdec.com Programme operator: EPD International AB EPD registration number: S-P-02061 Publication date: 2021-02-08 Valid until: 2026-02-08 An EPD should provide current information and may be updated if conditions change. The stated validity is therefore subject to the continued registration and publication at www.environdec.com PAGE 1/13 General information Programme information Programme: The International EPD® System EPD International AB Box 210 60 Address: SE-100 31 Stockholm Sweden Website: www.environdec.com E-mail: [email protected] CEN standard EN 15804 serves as the Core Product Category Rules (PCR) Product category rules (PCR): Product Category Rules for construction products and construction services of 2012:01, version 2.33 valid: 2021-12-31 PCR review was conducted by: Technical Committee of the International EPD® System, A full list of members available on www.environdec.com. The review panel may be contacted via [email protected]. Independent third-party verification of the declaration and data, according to ISO 14025:2006: ☐ EPD process certification ☒ EPD verification Third party verifier: Damien Prunel from Bureau Veritas LCIE Approved by: The International EPD® System Procedure for follow-up of data during EPD validity involves third party verifier: ☐ Yes ☒ No The EPD owner has the sole ownership, liability, and responsibility for the EPD. EPDs within the same product category but from different programmes may not be comparable. EPDs of construction products may not be comparable if they do not comply with EN 15804. -
Road Transport Infrastructure
© IEA ETSAP - Technology Brief T14 – August 2011 - www.etsap.org Road Transport Infrastructure HIGHLIGHTS TECHNOLOGY STATUS - Road transport infrastructure enables movements of people and goods within and between countries. It is also a sector within the construction industry that has demonstrated significant developments over time and ongoing growth, particularly in the emerging economies. This brief highlights the different impacts of the road transport infrastructure, including those from construction, maintenance and operation (use). The operation (use) phase of a road transport infrastructure has the most significance in terms of environmental and economic impact. While the focus in this phase is usually on the dominant role of tail-pipe GHG emissions from vehicles, the operation of the physical infrastructure should also accounted for. In total, the road transport infrastructure is thought to account for between 8% and 18% of the full life cycle energy requirements and GHG emissions from road transport. PERFORMANCE AND COSTS - Energy consumption, GHG emissions and costs of road transport infrastructure fall broadly into the three phases: (i) construction, (ii) maintenance, and (iii) operation (decommissioning is not included in this brief). The construction and maintenance costs of a road transport infrastructure vary according to location and availability of raw materials (in general, signage and lighting systems are not included in the construction costs). GHG emissions resulting from road construction have been estimated to be between 0.37 and 1.07 ktCO2/km for a 13m wide road – depending on construction methods. Maintenance over the road lifetime (typically 40 years) can also be significant in terms of costs, energy consumption and GHG emissions. -
Infrastructure Failure I. Introduction Two Broad Areas of Concern
Infrastructure Failure I. Introduction Two broad areas of concern regarding infrastructure failure include: • Episodic failure: temporary loss of power, technology associated with maintenance of the babies may fail, or some other temporary issue may occur. • Catastrophic failure: significant damage to hospital infrastructure or anticipated prolonged outage of critical systems may trigger a decision to perform a hospital evacuation. Preplanning requires recognition of potential threats or hazards and then development of management strategies to locate the resources and support patient needs. • In disasters, departmental leaders need to develop an operational chart to plan for a minimum of 96 hours for staff needs, as well as patient care needs and supplies that may be depleted as supplies are moved with the patients. In the event that supplies or equipment cannot be replenished, staff may need to improvise. It is important that staff become familiar with non-traditional methodologies to assist equipment-dependent emergencies for neonatal patients. • The first task in dealing with infrastructure emergencies is to complete a pre-disaster assessment of critical infrastructure (see Appendix A). A key consideration in deciding whether to issue a pre-event evacuation order is to assess vulnerabilities and determine anticipated impact of the emergency on the hospital and its surrounding community. II. Critical Infrastructure Self-Assessment Worksheet A Pre-Disaster Assessment of Critical Infrastructure Worksheet (Appendix A) is divided into eight sections: municipal water, steam, electricity, natural gas, boilers/chillers, powered life support equipment, information technology, telecommunications, and security. The Worksheet can be used in conjunction with the National Infrastructure Protection Plan (NIPP), which is a management guide for protecting critical infrastructure and key resources. -
Data for the Public Good
Data for the public good NATIONAL INFRASTRUCTURE COMMISSION National Infrastructure Commission report | Data for the public good Foreword Advances in technology have always transformed our lives and indeed whole industries such as banking and retail. In the same way, sensors, cloud computing, artificial intelligence and machine learning can transform the way we use and manage our national infrastructure. Government could spend less, whilst delivering benefits to the consumer: lower bills, improved travel times, and reduced disruption from congestion or maintenance work. The more information we have about the nation’s infrastructure, the better we can understand it. Therefore, data is crucial. Data can improve how our infrastructure is built, managed, and eventually decommissioned, and real-time data can inform how our infrastructure is operated on a second-to-second basis. However, collecting data alone will not improve the nation’s infrastructure. The key is to collect high quality data and use it effectively. One path is to set standards for the format of data, enabling high quality data to be easily shared and understood; much that we take for granted today is only possible because of agreed standards, such as bar codes on merchandise which have enabled the automation of checkout systems. Sharing data can catalyse innovation and improve services. Transport for London (TfL) has made information on London’s transport network available to the public, paving the way for the development of apps like Citymapper, which helps people get about the city safely and expediently. But it is important that when information on national infrastructure is shared, this happens with the appropriate security and privacy arrangements. -
ALDOT PROJECT STPMB‐4918(250) Mcfarland Road from 0.1 Mile North of Old Pascagoula Road to Three Notch‐Kroner Road
ALDOT PROJECT STPMB‐4918(250) McFarland Road from 0.1 Mile North of Old Pascagoula Road to Three Notch‐Kroner Road On behalf of the Alabama Department of Transportation, welcome to the public involvement website for the project to construct McFarland Road from just north of the intersection of Old Pascagoula Road and McDonald Road to Three Notch‐Kroner Road. Due to the ongoing COVID‐19 Pandemic, this website will act as the primary method of public outreach for this project instead of ALDOT’s traditional in‐person meeting format. 1 Project Stakeholders • Alabama Department of Transportation (ALDOT) • Mobile County The proposed improvements are part of the Alabama Statewide Transportation Improvement Program and was included in the Mobile County Pay‐As‐You‐Go program. The project is being designed by Neel‐Schaffer, Inc. in coordination with Mobile County officials. The project is being funded through federal transportation dollars as well as Mobile County Pay‐As‐You‐Go funds. 2 The project is located in south Mobile County approximately ¾ of a mile north of I‐65 and CR‐39 (McDonald Road). For this project, two alternatives will be carried forward through detailed study. Both Alternative 1 and Alternative 2 begin just north of the intersection of Old Pascagoula Road and McDonald Road and end at the intersection of Ben Hamilton Road and Three Notch‐Kroner Road. The purpose of the proposed project is to relieve traffic congestion along McDonald Road and Three Notch‐Kroner Road. Congestion along McDonald Road and Three Notch Road is due to increased development in the area. -
Transportation Infrastructure, Productivity, and Externalities
Transportation Infrastructure, Productivity, and Externalities Charles R. Hulten University of Maryland and National Bureau of Economic Research August, 2004 Revised February, 2005 ABSTRACT This paper summarizes the results of three studies linking investment in highway infrastructure to productivity growth in the manufacturing sector of the U.S., Spanish, and Indian economies. The goal of this research is (1) to trace the overall impact of highway investment on the growth of this strategic sector, (2) to examine the interregional effects of such investments, with particular attention to the issue of whether highway investment encourages regional convergence and relocation of economic activity, and (3) to assess the extent of the spillover externalities on manufacturing industry associated with such investments. This last issue is of particular importance for infrastructure policy, since spillover externalities tend to go uncounted in formal project investment analyses, leading to the possibility of under-investment. The comparative study of three countries at different stages of economic development using virtually the same model allows a fourth issue to be examined: the possibility that the effects of infrastructure investment differ according to the level of development and the extent to which existing infrastructure networks have already been built up. These issues are first framed in the larger context of the literature on infrastructure and productivity. Paper prepared for the 132nd Round Table of the European Conference of Ministers of Transport, at the Joint OECD/EMCT Transport Research Center, Paris, France, December 2 and 3, 2004. 1. Transportation Infrastructure and Productivity: Historical Background The idea that transportation infrastructure is a type of capital investment distinct from other forms of capital is an accepted part of the fields of economic development, location theory, urban and regional economics, and, of course, transport economics. -
Aggregate Road Surface Rejuvenation
Aggregate Road Surface Rejuvenation Charles Jahren, Principal Investigator Department of Civil, Construction, and Environmental Engineering Construction Management and Technology, Institute for Transportation Iowa State University April 2015 Research Project Final Report 2015-04 To request this document in an alternative format call 651-366-4718 or 1-800-657-3774 (Greater Minnesota) or email your request to [email protected]. Please request at least one week in advance. Technical Report Documentation Page 1. Report No. 2. 3. Recipients Accession No. MN/RC 2015-04 4. Title and Subtitle 5. Report Date Aggregate Road Surface Rejuvenation April 2015 6. 7. Author(s) 8. Performing Organization Report No. Charles Jahren and Ziliang Zhang 9. Performing Organization Name and Address 10. Project/Task/Work Unit No. Institute for Transportation Iowa State University 11. Contract (C) or Grant (G) No. 2711 S. Loop Drive, Suite 4700 (c) 99004 (wo) 10 Ames, Iowa 50011-8664 12. Sponsoring Organization Name and Address 13. Type of Report and Period Covered Minnesota Department of Transportation Final Report Research Services & Library 14. Sponsoring Agency Code 395 John Ireland Boulevard, MS 330 St. Paul, Minnesota 55155-1899 15. Supplementary Notes http://www.lrrb.org/pdf/201504.pdf 16. Abstract (Limit: 250 words) Aggregate surfaced roads become coarser and coarser after a few years of service due to an inherent problem—dust emission. Fines in the surfacing material are kicked up by traffic and blown away by the wind as fugitive dust. One of the alternative rejuvenation methods is to replenish the missing fines to restore the gradation and plasticity of the in situ material. -
Road Classification System
Road Classification System The street classification system was developed to help define the characteristics of roadways, such as number of lanes, lane width, and access limitations, and guide the design of roadways within the City of Lenexa. The city's major street network, consists of freeways/expressways, major and minor arterial streets, collector and local collector streets, and local streets. Streets are classified based on their ultimate function at build- out of the city. Freeways/Expressways Roadways that serve mainly through traffic and connect the city with the surrounding area. Freeways/ Expressways are intended for longer trips and allow for higher travel speeds. Trip lengths are typically over 5 miles in length. Very high volumes of traffic (in some cases well over 100,000 ADT*) are common. The primary function of freeways/expressways is to move traffic. Access to adjacent property is not permitted from a freeway/expressway. Freeways and expressways are under the jurisdiction of the Kansas Department of Transportation (KDOT). Major Arterials Roadways that serve as the primary streets within the city and connect areas of activity to one another. Major arterials connect to freeways/expressways that serve regional and interstate traffic. Trip lengths on major arterials are oftentimes several miles long. High speeds and high volume (above 20,000 ADT*) with limited access are typical characteristics of these facilities. The primary function of major arterials is to move traffic, with the provision of access to abutting properties being a secondary function. Minor Arterials Like major arterials, minor arterials also serve to connect activity centers, but they also serve less intense development areas like small retail centers, office centers and industrial/business parks. -
Street Names - in Alphabetical Order
Street Names - In Alphabetical Order District / MC-ID NO. Street Name Location County Area Aalto Place Sumter - Unit 692 (Villa San Antonio) 1 Sumter County Abaco Path Sumter - Unit 197 9 Sumter County Abana Path Sumter - Unit 206 9 Sumter County Abasco Court Sumter - Unit 821 (Mangrove Villas) 8 Sumter County Abbeville Loop Sumter - Unit 80 5 Sumter County Abbey Way Sumter - Unit 164 8 Sumter County Abdella Way Sumter - Unit 180 9 Sumter County Abdella Way Sumter - Unit 181 9 Sumter County Abel Place Sumter - Unit 195 10 Sumter County Aber Lane Sumter - Unit 967 (Ventura Villas) 10 Sumter County SE 84TH Abercorn Court Marion - Unit 45 4 Marion County Abercrombie Way Sumter - Unit 98 5 Sumter County Aberdeen Run Sumter - Unit 139 7 Sumter County Abernethy Place Sumter - Unit 99 5 Sumter County Abner Street Sumter - Unit 130 6 Sumter County Abney Avenue VOF - Unit 8 12 Sumter County Abordale Lane Sumter - Unit 158 8 Sumter County Acorn Court Sumter - Unit 146 7 Sumter County Acosta Court Sumter - Unit 601 (Villa De Leon) 2 Sumter County Adair Lane Sumter - Unit 818 (Jacaranda Villas) 8 Sumter County Adams Lane Sumter - Unit 105 6 Sumter County Adamsville Avenue VOF - Unit 13 12 Sumter County Addison Avenue Sumter - Unit 37 3 Sumter County Adeline Way Sumter - Unit 713 (Hillcrest Villas) 7 Sumter County Adelphi Avenue Sumter - Unit 151 8 Sumter County Adler Court Sumter - Unit 134 7 Sumter County Adriana Way Sumter - Unit 711 (Adriana Villas) 7 Sumter County Adrienne Way Sumter - Unit 176 9 Sumter County Adrienne Way Sumter - Unit 949 (Megan