Guidleines for Removal of Traffic Control Devices in Rural Areas, October 2005

It is commonly regarded that the overuse of traffic control devices desensitizes drivers and leads to disrespect, especially for low-volume secondary roads with limited enforcement. The maintenance of traffic signs is also a tort liability concern, exacerbated by unnecessary signs. The Federal Highway Administration’s (FHWA) Manual on Uniform Traffic Control Devices (MUTCD) and the Institute of Transportation Engineer’s (ITE) Traffic Control Devices Handbook provide guidance for the implementation of STOP signs based on expected compliance with right-of-way rules, provision of through traffic flow, context (proximity to other controlled intersections), speed, sight distance, and crash history. The approach(es) to stop is left to engineering judgment and is usually dependent on traffic volume or functional class/continuity of system. Although presently being considered by the National Committee on Traffic Control Devices, traffic volume itself is not given as a criterion for implementation in the MUTCD. STOP signs have been installed at many locations for various reasons which no longer (or perhaps never) met engineering needs. If in fact the presence of STOP signs does not increase safety, removal should be considered. To date, however, no guidance exists for the removal of STOP signs at two-way stop-controlled intersections. The scope of this research is ultra-low-volume (< 150 daily entering vehicles) unpaved intersections in rural agricultural areas of Iowa, where each of the 99 counties may have as many as 300 or more STOP sign pairs. Overall safety performance is examined as a function of a county excessive use factor, developed specifically for this study and based on various volume ranges and terrain as a proxy for sight distance. Four conclusions are supported: (1) there is no statistical difference in the safety performance of ultra-low-volume stop-controlled and uncontrolled intersections for all drivers or for younger and older drivers (although interestingly, older drivers are underrepresented at both types of intersections); (2) compliance with stop control (as indicated by crash performance) does not appear to be affected by the use or excessive use of STOP signs, even when adjusted for volume and a sight distance proxy; (3) crash performance does not appear to be improved by the liberal use of stop control; (4) safety performance of uncontrolled intersections appears to decline relative to stop-controlled intersections above about 150 daily entering vehicles. Subject to adequate sight distance, traffic professionals may wish to consider removal of control below this threshold. The report concludes with a section on methods and legal considerations for safe removal of stop control.

Development of MASH TL-3 Transition Between Guardrail and Portable Concrete Barriers, TPF-5(081), 2014

Often, road construction causes the need to create a work zone. In these scenarios, portable concrete barriers (PCBs) are typically installed to shield workers and equipment from errant vehicles as well as prevent motorists from striking other roadside hazards. For an existing W-beam guardrail system installed adjacent to the roadway and near the work zone, guardrail sections are removed in order to place the portable concrete barrier system. The focus of this research study was to develop a proper stiffness transition between W-beam guardrail and portable concrete barrier systems. This research effort was accomplished through development and refinement of design concepts using computer simulation with LS-DYNA. Several design concepts were simulated, and design metrics were used to evaluate and refine each concept. These concepts were then analyzed and ranked based on feasibility, likelihood of success, and ease of installation. The rankings were presented to the Technical Advisory Committee (TAC) for selection of a preferred design alternative. Next, a Critical Impact Point (CIP) study was conducted, while additional analyses were performed to determine the critical attachment location and a reduced installation length for the portable concrete barriers. Finally, an additional simulation effort was conducted in order to evaluate the safety performance of the transition system under reverse-direction impact scenarios as well as to select the CIP. Recommendations were also provided for conducting a Phase II study and evaluating the nested Midwest Guardrail System (MGS) configuration using three Test Level 3 (TL-3) full-scale crash tests according to the criteria provided in the Manual for Assessing Safety Hardware, as published by the American Association of Safety Highway and Transportation Officials (AASHTO).

Guidelines for Removal of Traffic Control Devices in Rural Areas, TR-527, 2005

It is commonly regarded that the overuse of traffic control devices desensitizes drivers and leads to disrespect, especially for low-volume secondary roads with limited enforcement. The maintenance of traffic signs is also a tort liability concern, exacerbated by unnecessary signs. The Federal Highway Administration’s (FHWA) Manual on Uniform Traffic Control Devices (MUTCD) and the Institute of Transportation Engineer’s (ITE) Traffic Control Devices Handbook provide guidance for the implementation of STOP signs based on expected compliance with right-of-way rules, provision of through traffic flow, context (proximity to other controlled intersections), speed, sight distance, and crash history. The approach(es) to stop is left to engineering judgment and is usually dependent on traffic volume or functional class/continuity of system. Although presently being considered by the National Committee on Traffic Control Devices, traffic volume itself is not given as a criterion for implementation in the MUTCD. STOP signs have been installed at many locations for various reasons which no longer (or perhaps never) met engineering needs. If in fact the presence of STOP signs does not increase safety, removal should be considered. To date, however, no guidance exists for the removal of STOP signs at two-way stop-controlled intersections. The scope of this research is ultra-low-volume (< 150 daily entering vehicles) unpaved intersections in rural agricultural areas of Iowa, where each of the 99 counties may have as many as 300 or more STOP sign pairs. Overall safety performance is examined as a function of a county excessive use factor, developed specifically for this study and based on various volume ranges and terrain as a proxy for sight distance. Four conclusions are supported: (1) there is no statistical difference in the safety performance of ultra-low-volume stop-controlled and uncontrolled intersections for all drivers or for younger and older drivers (although interestingly, older drivers are underrepresented at both types of intersections); (2) compliance with stop control (as indicated by crash performance) does not appear to be affected by the use or excessive use of STOP signs, even when adjusted for volume and a sight distance proxy; (3) crash performance does not appear to be improved by the liberal use of stop control; (4) safety performance of uncontrolled intersections appears to decline relative to stop-controlled intersections above about 150 daily entering vehicles. Subject to adequate sight distance, traffic professionals may wish to consider removal of control below this threshold. The report concludes with a section on methods and legal considerations for safe removal of stop control.

Evaluation des technologies médicales : travaux présentés pendant le Congrès TEKMED 87 = Assessment of medical technologies : the papers presented during the TEKMED 87 Congress

[Table des matières] Technology assessment in health care in the United States: an historical review / S. Perry. - The aims and methods of technology assessment / JH Glasser. - Evaluation des technologies de la santé / A. Griffiths. - Les données nécessaires pour l'évaluation des technologies médicales / R. Chrzanowski, F. Gutzwiller, F. Paccaud. - Economic issues in technology assessment/DR Lairson, JM Swint. - Two decades of experience in technology assessment: evaluating the safety, performance, and cost effectiveness of medical equipment / JJ Nobel. - Demography and technology assessment / H. Hansluwka. - Méthodes expérimentale et non expérimentale pour l'évaluation des innovations technologiques / R. Chrzanowski, F. Paccaud. - Skull radiography in head trauma: a successful case of technology assessment / NT Racoveanu. - Complications associées à l'anesthésie: une étude prospective en France / L. Tiret et al. - Impact de l'information publique sur les taux opératoires: le cas de l'hystérectomie / G. Domenighetti, P. Luraschi, A. Casabianca. - The clinical effectiveness of acupuncture for the relief of chronic pain / MS Patel, F. Gutzwiller, F. Paccaud, A. Marazzi. - Soins à domicile et hébergement à long terme: à la recherche d'un développement optimum / G. Tinturier. - Economic evaluation of six scenarios for the treatment of stones in the kidney and ureter by surgery or ESWL / MS Patel et al. - Technology assessment and medical practice / F. Gutzwiller. - Technology assessment and health policy / SJ Reiser. - Global programme on appropriate technology for health, its role and place within WHO / K. Staehr Johansen.

Reglering och förvaltning av produktions- och slaktdjurs välbefinnande : en offentligrättslig undersökning

Djur och djurskyddet hör till ett rättsligt regleringsområde som inte varit föremål för omfattande rättsvetenskaplig forskning i vårt land även om intresset för djurs välbefinnande ökat både i samhället och inom EU. Avhandlingen har avfattats som en artikelavhandling och är en offentligrättslig studie om djurskyddslagstiftningen och förvaltningen av djurskyddsärenden i Finland. Tematiken har behandlats både ur djurens och djurens ägares eller innehavares synvinkel med utgångspunkt i djurskyddslagstiftningen och förvaltningen av djurskyddsärenden i Finland. Forskningen är fokuserad huvudsakligen på skyddet av och välbefinnandet hos produktions- och slaktdjur även om bland annat de begrepp som granskas också berör andra djurkategorier. De övergripande frågeställningarna i avhandlingen är två. För det första, vad är det som avses med djurs välbefinnande och skydd i regleringen av djurskyddet och för det andra, hur realiseras dessa i djurskyddsmyndigheternas förvaltningsverksamhet? I forskningen presenteras och diskuteras bland annat en ny begreppskonstruktion: djurs rättsliga välbefinnande. Den empiriska delen i avhandlingen omfattar förvaltningsverksamheten inom området av djurskydd under åren 1996–2006. Sammanlagt 10468 dokument som upprättats av djurskyddsmyndigheten i samband med verkställandet av djurskyddsövervakning ingår i undersökningen. Forskningen utmynnar i en åtgärdsförteckning med förslag till utvecklingen av området för djurskydd.

Valtatie 1 liikenneturvallisuustarkastus : Tarkastusraportti

Tämän työn tavoitteena oli tarkastella liikenneturvallisuuden kehittymistä moottoritien rakentamisen jälkeen valtatiellä 1 Varsinais-Suomen ja Uudenmaan ELY-keskusten alueilla välillä Turku – Lohja. Laadittu tarkastus perustui onnettomuustietoihin, tierekisteritietoihin sekä maastokäynteihin. Valtatien 1 liikenneturvallisuustaso on lähtökohtaisesti hyvä ja liikenneympäristön turvallisuusriskit ovat pienet. Liikenneturvallisuustilanne on parantunut merkittävästi moottoritieksi rakentamisen jälkeen. Valtatiellä 1 tapahtuneet henkilövahinkoon johtaneet onnettomuudet ovat vähentyneet 60 - 80 % moottoritien rakentamisen jälkeen, mikä tarkoittaa lähes 40 henkilövahinko-onnettomuutta vähemmän vuosittain. Kuolemaan johtaneiden onnettomuuksien vähenemä oli 2-3 onnettomuutta vuosittain. Moottoritiellä tapahtuneista henkilövahinkoon johtaneista onnettomuuksista yleisimpiä ovat yksittäisonnettomuudet ja peräänajo-onnettomuudet. Henkilövahinko-onnettomuuksista noin 60 % johtuu tieltä suistumisista. Onnettomuusrekisteritietojen mukaan henkilövahinkoon johtaneita kohtaamisonnettomuuksia ei tapahtunut vuosina 2007– 2011, vaikka väärään suuntaan ajamisesta johtuvat kuolonkolarit on aikaisemmin todettu vakiintuneeksi onnettomuustyypiksi moottoriteillä. Tehdyn onnettomuusanalyysin sekä maastokäyntien perusteella etenkin vanhempien moottoritieosuuksien liikenneturvallisuuden tilaa voidaan ja tulee kuitenkin edelleen parantaa ja liikenneturvallisuustasoa nostaa. Yksittäisonnettomuuksia voidaan estää ja niiden seurauksia merkittävästi lieventää reunaympäristöä kehittämällä. On kuitenkin huomattava, että kaikkia onnettomuuksia ei voida estää tieteknisin keinoin ja liikennejärjestelmää kehittämällä. Maastokäynneillä silmämääräisesti todettuihin puutteisiin pohdittiin parantamistoimenpiteitä Varsinais-Suomen ELY-keskuksen alueelle. Toimenpiteissä erityishuomiota on kiinnitetty tieympäristön törmäysturvallisuuteen ja väärään suuntaan ajamisen riskin estämiseen ramppiliittymissä. Tieympäristön törmäysturvallisuutta on esitetty parannettavaksi pääasiassa puuston raivauksella ja kaiteiden lisäämisellä. Kaiteiden lisäämisen sijasta on mahdollista parantaa törmäysturvallisuutta maatäytöllä niissä kohdissa, jossa ulkoluiska on liian matala kallioleikkauksen kohdalla. Ramppiliittymissä väärään suuntaan ajamisen riskiä pyritään taas estämään mm. lisäämällä kielletyn ajosuunnan liikennemerkkejä.

Sistemas de gestão para resultados no setor público: intersecções entre política, governança e desempenho nas prefeituras de Rio de Janeiro e São Paulo

A gestão para resultados (GpR) tem adquirido importância crescente nos municípios brasileiros, assumindo diferentes funções no interior das organizações públicas. No entanto, implementação de sistemas de GpR no setor público pode vir acompanhada de novos problemas oriundos da complexidade da mensuração de resultados em ambientes expostos ao escrutínio social e político. Nesse contexto, o objetivo deste trabalho é analisar de forma crítica os sistemas de GpR implantados nas prefeituras de Rio de Janeiro e São Paulo, visando a estabelecer, com base na teoria, conexões entre as diferentes funções exercidas pelos sistemas de GpR e as disfunções vivenciadas pelos gestores públicos no cotidiano. Para tanto, foram mapeadas, com base na teoria, as diferentes funções desempenhadas pelos sistemas de GpR e separadas em três macrocategorias: desempenho, governança e política. A partir dessa categorização, foram delimitadas as possíveis disfunções da GpR relacionadas com as intersecções dessas diferentes macrocategorias. Com base nas categorias teóricas estabelecidas, foram coletados dados sobre a GpR nas duas prefeituras, com destaque para a entrevista de 12 gestores e 3 representantes da sociedade civil. Os achados de pesquisa permitiram demonstrar que a Prefeitura do Rio de Janeiro implementou um sistema de GpR voltado principalmente para a melhoria do desempenho, ao passo que São Paulo focou nas funções relacionadas à macrocategoria da governança. Em relação às disfunções, o Rio de Janeiro apresentou indícios de definição tecnocrátia das metas e gaming interno, ao passo que a Prefeitura de São Paulo esteve marcada por gaming externo, miopia e lock-in. Os resultados permitiram identificar ainda outras variáveis relevantes para o estudo das disfunções da GpR, como a cultura política, o envolvimento do prefeito no sistema, a entrada na agenda do tema da GpR, o grau de institucionalização do sistema de GpR. Os resultados demonstram que as diferentes funções assumidas por esses sistemas estão correlacionadas com as disfunções. O capítulo final explora essas possibilidades de correlações.

Influência da Dureza dos Discos Abrasivos no Corte de Materiais Dúcteis

O corte de materiais por disco abrasivo é um dos processos que apresentam as melhores características de economia, eficiência e rapidez sendo muito utilizado no meio industrial. Fatores como porcentagens e homogeneidade da mistura dos componentes, tamanho, forma (abrasividade), tenacidade e dureza dos grãos abrasivos, tipos de ligantes e de abrasivos, velocidade de corte e velocidade de mergulho influenciam na segurança, no desempenho e comportamento da operação. Este trabalho apresenta um estudo sobre a influência da dureza dos discos abrasivos no desempenho do processo de corte em operações do tipo remoção a seco. O aumento da dureza dos discos propiciou um aumento da força tangencial de corte e da relação G, devido à mais forte ligação entre o grão e o ligante no compósito. Os resultados mostram que a dureza dos discos abrasivos afeta a economia, pois influencia na vida útil dos discos abrasivos em termos de números de cortes proporcionados; a produtividade, pois está relacionada com o número de trocas de discos desgastados; os esforços necessários para a operação, pois estão relacionados com as forças tangenciais de corte.

Construção de um inclinômetro para avaliar o efeito da declividade lateral no desempenho de tratores agrícolas

Pós-graduação em Agronomia (Energia na Agricultura) - FCA

Multiobjective engineering design optimization problems: a sensitivity analysis approach

This paper proposes two new approaches for the sensitivity analysis of multiobjective design optimization problems whose performance functions are highly susceptible to small variations in the design variables and/or design environment parameters. In both methods, the less sensitive design alternatives are preferred over others during the multiobjective optimization process. While taking the first approach, the designer chooses the design variable and/or parameter that causes uncertainties. The designer then associates a robustness index with each design alternative and adds each index as an objective function in the optimization problem. For the second approach, the designer must know, a priori, the interval of variation in the design variables or in the design environment parameters, because the designer will be accepting the interval of variation in the objective functions. The second method does not require any law of probability distribution of uncontrollable variations. Finally, the authors give two illustrative examples to highlight the contributions of the paper.

Verifica del livello di servizio di componenti della viabilità a Borgo Panigale. Intersezione Via Cavalieri Ducati - Via De Gasperi

Le intersezioni stradali, sono le aree individuate da tre o più tronchi stradali (archi) che convergono in uno stesso punto, nonchè dai dispositivi e dagli apprestamenti atti a consentire ed agevolare le manovre per il passaggio da un tronco all'altro. Rappresentano punti critici della rete viaria per effetto delle mutue interferenze tra le diverse correnti di traffico durante il loro attraversamento. Si acuiscono pertanto, nella loro "area di influenza", i problemi legati alla sicurezza e quelli relativi alla regolarità  ed efficienza della circolazione. Dalla numerosità  dei fattori da cui dipende la configurazione di un incrocio (numero e tipo di strade, entità  dei flussi, situazioni locali, ecc.) deriva una ancor più vasta gamma di tipologie e di schemi. La rotatoria, come particolare configurazione di intersezione a raso, è lo schema che viene considerato nel presente lavoro di tesi, sia nei suoi caratteri essenziali e generali, sia nel particolare di una intersezione che, nel Comune di Bologna, è stata realizzata in luogo dell'intersezione semaforizzata precedente.

Evaluation of Current Repair Criteria for Longitudinal Barrier with Crash Damage

To protect motorists and avoid tort liability, highway agencies expend considerable resources to repair damaged longitudinal barriers, such as w-beam guardrails. With limited funding available, though, highway agencies are unable to maintain all field-installed systems in the ideal as-built condition. Instead, these agencies focus on repairing only damage that has a detrimental effect on the safety performance of the barrier. The distinction between minor damage and more severe performance-altering damage, however, is not always clear. This paper presents a critical review of current United States (US) and Canadian criteria on whether to repair damaged longitudinal barrier. Barrier repair policies were obtained via comprehensive literature review and a survey of US and Canadian transportation agencies. In an analysis of the maintenance procedures of 40 US States and 8 Canadian transportation agencies, fewer than one-third of highway agencies were found to have quantitative measures to determine when barrier repair is warranted. In addition, no engineering basis for the current US barrier repair guidelines could be found. These findings underscore the importance of the development of quantitative barrier repair guidelines based on a strong technical foundation.

Using the results of routine laboratory workplace surveillance activities to assess compliance with recommended biosafety guidelines

The biological safety profession has historically functioned within an environment based on recommended practices rather than regulations, so summary data on compliance or noncompliance with recommended practices is largely absent from the professional literature. The absence of safety performance outcome data is unfortunate since the concept of biosafety containment is based on a combination of facility based controls and workplace practices, and persistent failures in either type of controls could ultimately result in injury or death. In addition, the number of laboratories requiring biosafety containment is likely to grow significantly in the coming years in the wake of the terrorist events of 2001. In this study, the outcomes of 768 biosafety level 2 (BSL-2) safety surveys were analyzed for commonalities and trends. Items of non-compliance noted were classified as facility related or practice related. The most frequent item of noncompliance encountered was the failure to re-certify biosafety cabinetry. Not surprisingly, the preponderance of the other frequent items of non-compliance encountered were practice related, such as general housekeeping orderly, changes in compliance levels, as well as establish trends in the elements of items of non-compliance during the sequential survey period. The findings described in this study are significant because, for the first time, the outcomes of compliance with recommended biosafety practices can be characterized and thus used as the basis for focused interventions. Since biosafety is heavily reliant on adherence to specific safety practices, the ability to focus interventions on objectively identified practice-related items of non-compliance can assist in the reduction of worker risk in this area experiencing tremendous growth. The information described is also of heighten importance given the number of workplaces expected to involve potentially infectious agents in the coming years. ^

Code assessment and modelling for Design Basis Accident analysis of the European Sodium Fast Reactor design. Part II: Optimised core and representative transients analysis

The new reactor concepts proposed in the Generation IV International Forum require the development and validation of computational tools able to assess their safety performance. In the first part of this paper the models of the ESFR design developed by several organisations in the framework of the CP-ESFR project were presented and their reliability validated via a benchmarking exercise. This second part of the paper includes the application of those tools for the analysis of design basis accident (DBC) scenarios of the reference design. Further, this paper also introduces the main features of the core optimisation process carried out within the project with the objective to enhance the core safety performance through the reduction of the positive coolant density reactivity effect. The influence of this optimised core design on the reactor safety performance during the previously analysed transients is also discussed. The conclusion provides an overview of the work performed by the partners involved in the project towards the development and enhancement of computational tools specifically tailored to the evaluation of the safety performance of the Generation IV innovative nuclear reactor designs.

An Approach to Assessment of the Technical Condition of Overhead Transmission Lines

The approach of estimating the current state of the overhead transmission lines is considering. The performance functions of the overhead transmission lines has been generated on the basis of experimental data and reports. Results of simulation of the approximation functions for overhead transmission lines are analyzed.