Safety aspects of roadside cross-section design. Final report.

Federal Highway Administration, Office of Research and Development, Washington, D.C.

AITPM Email Newsletter Volume 0905, May 2009: Presidents Message

President’s Message Hello fellow AITPM members, We’ve been offered a lot of press lately about the Federal Government’s plan for the multibillion dollar rollout of its high speed broadband network, which at the moment is being rated to a speed of 100Mb/s. This seems fantastic in comparison to the not atypical 250 to 500kb/s that I receive on my metropolitan cable broadband, which incidentally my service provider rates at theoretical speeds of up to 8 Mb/s. I have no doubt that such a scheme will generate significant advantages to business and consumers. However, I also have some reservations. Only a few of years ago I marvelled at my first 256Mb USB stick, which cost my employer about $90. Last month I purchased a 16Gb stick with a free computer carry bag for $80, which on the back of my envelope has given me about 72 times the value of my first USB stick not including the carry bag! I am pretty sure the technology industry will find a way to eventually push a lot more than 100Mb/s down the optic fibre network just as they have done with pushing several Mb/s ADSL2 down antique copper wire. This makes me wonder about the general problem of inbuilt obsolescence of all things high-tech due to rapid advances in the tech industry. As a transport professional I then think to myself that our industry has been moving forward at somewhat of a slower pace. We certainly have had major milestones having significant impacts, such as the move from horse and cart to the self propelled motor vehicle, sealing and formal geometric design of roads, development of motorways, signalisation of intersections, coordination of networks, to simulation modelling for real time adaptive control (perhaps major change has been at a frequency of 30 years or so?). But now with ITS truly penetrating the transport market, largely thanks to the in-car GPS navigator, smart phone, e-toll and e-ticket, I believe that to avoid our own obsolescence we’re going to need to “plan for ITS” rather than just what we seem to have been doing up until now, that is, to get it out there. And we’ll likely need to do it at a faster pace. It will involve understanding how to data mine enormous data sets, better understanding the human/machine interface, keeping pace with automotive technology more closely, resolving the ethical and privacy chestnuts, and in the main actually planning for ITS to make peoples’ lives easier rather than harder. And in amongst this we’ll need to keep pace with the types of technology advances similar to my USB stick example above. All the while we’ll be making a brand new set of friends in the disciplines that will morph into ITS along with us. Hopefully these will all be “good” problems for our profession to have. I should close in reminding everyone again that AITPM’s flagship event, the 2009 AITPM National Conference, Traffic Beyond Tomorrow, is being held in Adelaide from 5 to 7 August. www.aitpm.com has all of the details about how to register, sponsor a booth, session, etc. Best regards all, Jon Bunker

The effect of road lane width on cyclist safety in urban areas

Research has shown that road lane width impacts on driver behaviour. This literature review provides guidelines to assist in the design, construction and retrofitting of urban roads to accommodate road users' safety requirements. It focuses on the impacts of lane widths on cyclists and motor vehicle safety behaviour. The literature review commenced with a search of library databases. Peer reviewed articles and road authority (local, state and national) reports were reviewed. The majority of studies investigating the effects of lane width on driver behaviour were simulator based, while research into cycling safety involved data collected from actual traffic environments. Results show that marked road lane width influences perceived task difficulty, risk perception and possibly speed choice. The positioning of cyclists in traffic lanes is influenced by the presence of on-road cycling facilities and the total roadway width. The lateral displacement between bicycle and vehicle is smallest when a bicycle facility is present. Lower, or reduced, vehicle speeds play a significant role in improving bicyclist and pedestrian safety. It is also shown that if road lane widths in urban areas were reduced, to a functional width that was less than the current guidelines of 3.5m, it could result in a safer road environment for all road users.

The effect of traffic lane widths on the safety of cyclists in urban areas

This literature review examines the relationship between traffic lane widths on the safety of road users. It focuses on the impacts of lane widths on motor vehicle behaviour and cyclists’ safety. The review commenced with a search of available databases. Peer reviewed articles and road authority reports were reviewed, as well as current engineering guidelines. Research shows that traffic lane width influences drivers’ perceived difficulty of the task, risk perception and possibly speed choices. Total roadway width, and the presence of onroad cycling facilities, influence cyclists’ positioning on the road. Lateral displacement between bicycles and vehicles is smallest when a marked bicycle facility is present. Reduced motor vehicle speeds can significantly improve the safety of vulnerable road users, particularly pedestrians and cyclists. It has been shown that if road lane widths on urban roads were reduced, through various mechanisms, it could result in a safety environment for all road users.

Accident prediction model for railway-highway interfaces

Considerable past research has explored relationships between vehicle accidents and geometric design and operation of road sections, but relatively little research has examined factors that contribute to accidents at railway-highway crossings. Between 1998 and 2002 in Korea, about 95% of railway accidents occurred at highway-rail grade crossings, resulting in 402 accidents, of which about 20% resulted in fatalities. These statistics suggest that efforts to reduce crashes at these locations may significantly reduce crash costs. The objective of this paper is to examine factors associated with railroad crossing crashes. Various statistical models are used to examine the relationships between crossing accidents and features of crossings. The paper also compares accident models developed in the United States and the safety effects of crossing elements obtained using Korea data. Crashes were observed to increase with total traffic volume and average daily train volumes. The proximity of crossings to commercial areas and the distance of the train detector from crossings are associated with larger numbers of accidents, as is the time duration between the activation of warning signals and gates. The unique contributions of the paper are the application of the gamma probability model to deal with underdispersion and the insights obtained regarding railroad crossing related vehicle crashes. Considerable past research has explored relationships between vehicle accidents and geometric design and operation of road sections, but relatively little research has examined factors that contribute to accidents at railway-highway crossings. Between 1998 and 2002 in Korea, about 95% of railway accidents occurred at highway-rail grade crossings, resulting in 402 accidents, of which about 20% resulted in fatalities. These statistics suggest that efforts to reduce crashes at these locations may significantly reduce crash costs. The objective of this paper is to examine factors associated with railroad crossing crashes. Various statistical models are used to examine the relationships between crossing accidents and features of crossings. The paper also compares accident models developed in the United States and the safety effects of crossing elements obtained using Korea data. Crashes were observed to increase with total traffic volume and average daily train volumes. The proximity of crossings to commercial areas and the distance of the train detector from crossings are associated with larger numbers of accidents, as is the time duration between the activation of warning signals and gates. The unique contributions of the paper are the application of the gamma probability model to deal with underdispersion and the insights obtained regarding railroad crossing related vehicle crashes.

Recommendations for driver licensing and traffic law enforcement in India aiming to improve road safety

During the last decade, developing countries such as India have been exhibiting rapid increase in human population and vehicles, and increase in road accidents. Inappropriate driving behaviour is considered one of the major causes of road accidents in India as compared to defective geometric design of pavement or mechanical defects in vehicles. It can result in conditions such as lack of lane discipline, disregard to traffic laws, frequent traffic violations, increase in crashes due to self-centred driving, etc. It also demotivates educated drivers from following good driving practices. Hence, improved driver behaviour can be an effective countermeasure to reduce the vulnerability of road users and inhibit crash risks. This article highlights improved driver behaviour through better driver education, driver training and licensing procedures along with good on-road enforcement; as an effective countermeasure to ensure road safety in India. Based on the review and analysis, the article also recommends certain measures pertaining to driver licensing and traffic law enforcement in India aimed at improving road safety.

Surf oholeko gilen elementu finitu bidezko analisia.

[EU]Lan honetan, surf oholetan erabiltzen diren gila mota desberdinen analisia egin da. Horretarako, merkatuan garrantzi handiena duten bi enpresek euren katalogoetan eskaintzen dituzten modelo batzuk aztertu dira. Ingeniaritza simulazioak ahalbidetzen dituen ansys softwarea erabiliz egin da aukeratutako modeloen diseinu geometrikoa. Hauen analisiari ekin baino lehenago, gila hauetako bat aztertu da, hau osatzen duen materiala ezagutu eta ezaugarriak zehaztu asmoz. Aztertutakoa modelo guztiek erabiltzen duten ohiko materiala izanik, lortutako emaitzak baliogarriak dira gila guztiak aztertzeko. Materialaren propietateak ezagututa eta aipatutako softwareaz baliatuz, analisi estatikoa egin da. Horretarako, surfean aurkitzen diren ohiko egoera batzuk irudikatu dira, hauetan agertzen diren esfortzuak kalkulatuz. Gila bakoitzaren portaera, jasandako tentsio eta deformazioak aztertuz ondorioztatu da. Horrela, kasu bakoitzean komenigarrienak diren ezaugarriak oinarri hartuz, modelo desberdinen arteko konparaketa egin da.

Optimizing the reliability of power electronics module isolation substrates

Optimal design of a power electronics module isolation substrate is assessed using a combination of finite element structural mechanics analysis and response surface optimisation technique. Primary failure modes in power electronics modules include the loss of structural integrity in the ceramic substrate materials due to stresses induced through thermal cycling. Analysis of the influence of ceramic substrate design parameters is undertaken using a design of experiments approach. Finite element analysis is used to determine the stress distribution for each design, and the results are used to construct a quadratic response surface function. A particle swarm optimisation algorithm is then used to determine the optimal substrate design. Analysis of response surface function gradients is used to perform sensitivity analysis and develop isolation substrate design rules. The influence of design uncertainties introduced through manufacturing tolerances is assessed using a Monte-Carlo algorithm, resulting in a stress distribution histogram. The probability of failure caused by the violation of design constraints has been analyzed. Six geometric design parameters are considered in this work and the most important design parameters have been identified. Overall analysis results can be used to enhance the design and reliability of the component.

Les navires vikings : conception géométrique et architecture traditionnelle au Moyen Âge scandinave.

Selon l’image reçue des Vikings, ce peuple incarne l'esprit d’une immense solidarité primitive ayant su résister rudement au joug du christianisme et à la domination du Latin en Europe occidentale. Cette image n’est pas sans ses contradictions et, s’il est vrai que l’écriture était encore inconnue en Scandinavie durant les premiers siècles de l’expansion viking, on sait maintenant que le commerce et la colonisation, autant que les célèbres raids, motivèrent l’irruption des peuples scandinaves sur la scène médiévale. Quant aux navires de ces marchands, colonisateurs, pêcheurs et guerriers, ils apparaissent, un peu à l’image des Vikings eux-mêmes, sur le grand tableau de l’histoire nautique sous l’enseigne d’une originalité et d’une technicité sans parallèle. Comment les Vikings construisaient-ils leurs navires, en leur donnant une symétrie, un équilibre et une finesse si achevés? Les premiers ethnologues qui se sont intéressés à cette question ont privilégié les idées issues d'une tradition acquise par des générations de constructeurs, et d'astuces simples pour équilibrer tribord et bâbord. Puis, ils se sont rapidement tournés vers les techniques inhérentes à la construction à clin : utilisation de planches fendues et non sciées et de rivets abondants témoignant d’une sidérurgie acquise depuis peu. Le problème que présentent ces navires, est que leur construction artisanale demeure conforme à l’image reçue des Vikings, mais que leur conception architecturale, réalisée selon des connaissances théoriques très exactes, brise la notion d’une Scandinavie médiévale illettrée et coupée des grands centres du savoir. Ce travail s’intéresse précisément à la conception architecturale des navires scandinaves du VIIIe au XIe siècle pour montrer comment ils s’insèrent dans un haut savoir européen dès leur apparition. Il explore ensuite les liens qui unissent ce savoir théorique aux aspects véritablement originaux des navires vikings, en l’occurrence leur construction à clin et leur homogénéité sur une grande région à travers plus de cinq siècles. Au terme de cette recherche, l'analyse réalisée sur le maître-couple de trois épaves vikings, une épave antique et une épave scandinave pré-viking, a permis de mettre en évidence plusieurs indices de l'utilisation du système de conception géométrique apparaissant pour la première fois dans les traités d'architecture navale de la Renaissance, et ce, sur chacune de ces épaves. Les résultats obtenus démontrent qu'il est possible d'employer un système transversal de conception pour des navires vraisemblablement construits bordé premier et assemblés à clin.

Differential geometry of intersection curves in R(4) of three implicit surfaces

We present algorithms for computing the differential geometry properties of intersection Curves of three implicit surfaces in R(4), using the implicit function theorem and generalizing the method of X. Ye and T. Maekawa for 4-dimension. We derive t, n, b(1), b(2) vectors and curvatures (k(1), k(2), k(3)) for transversal intersections of the intersection problem. (C) 2008 Elsevier B.V. All rights reserved.

Gestão dos recursos hídricos subterrâneos no município de Sorocaba - SP: uma contribuição

Conselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)

La base di Bernstein in spazi polinomiali generalizzati

Nella tesi si illustra il passaggio dagli spazi polinomiali agli spazi polinomiali generalizzati, gli spazi di Chebyshev estesi (spazi EC), e viene dato un metodo per costruirli a partire da opportuni sistemi di funzioni dette funzioni peso. Successivamente si tratta il problema dell'esistenza di un analogo della base di Bernstein negli spazi EC: si presenta, in analogia ad una particolare costruzione nel caso polinomiale, una dimostrazione costruttiva dell'esistenza di tale base. Infine viene studiato il problema delle lunghezze critiche di uno spazio EC: si tratta di determinare l'ampiezza dell'intervallo oltre la quale lo spazio considerato perde le proprietà di uno spazio EC, o non possiede più una base di Bernstein generalizzata; l'approccio adottato è di tipo sperimentale: nella tesi sono presentati i risultati ottenuti attraverso algoritmi di ricerca che analizzano le proprietà delle funzioni di transizione e ne traggono informazioni sullo spazio di studio.

Biomechanical comparison of different surface modifications for dental implants

Purpose: A satisfactory clinical outcome in dental implant treatment relies on primary stability for immediate load bearing. While the geometric design of an implant contributes to mechanical stability, the nature of the implant surface itself is also critically important. Biomechanical and microcomputerized tomographic evaluation of implant osseointegration was performed to compare alternative structural, chemical and biochemical, and/or pharmaceutical surface treatments applied to an identical established implant design. Materials and Methods: Dental implants with the same geometry but with 6 different surface treatments were tested in vivo in a sheep model (pelvis). Peri-implant bone density and removal torque were compared at 2, 4, and 8 weeks after implantation. Implant surfaces tested were: sandblasted and acid-etched titanium (Ti), sandblasted and etched zirconia, Ti coated with calcium phosphate (CaP), Ti modified via anodic plasma-chemical treatment (APC), bisphosphonate-coated Ti (Ti + Bisphos), and Ti coated with collagen containing chondroitin sulfate (CS). Results: All dental implants were well integrated at the time of sacrifice. There were no significant differences observed in peri-implant bone density between implant groups. After 8 weeks of healing, removal torque values for Ti, Ti + CaP, Ti + Bisphos, and Ti + collagen + CS were significantly higher than those for zirconia and Ti + APC. Conclusions: Whereas the sandblasted/acid-etched Ti implant can still be considered the reference standard surface for dental implants, functional surface modifications such as bisphosphonate or collagen coating seem to enhance early peri-implant bone formation and should be studied further.

Metodología para la evaluación de la consistencia del trazado de carreteras interurbanas de dos carriles

La consistencia del trazado puede interpretarse como la relación entre las características geométricas de una carretera y lo que espera encontrar el conductor que circula por ella. Si hay una correspondencia entre estos dos aspectos, la conducción puede hacerse de modo continuo, sin sobresaltos, lo que incide favorablemente sobre la seguridad en la circulación. Si bien hay una serie de recomendaciones desde el punto de vista geométrico para obtener trazados consistentes, esto no siempre se logra, y sólo en los últimos años se ha iniciado el estudio de metodologías para evaluar ésto, tanto en vías existentes como en vías proyectadas. La mayor parte de estas metodologías sólo considera el trazado en planta, olvidándose del trazado en alzado y de la coordinación entre los mismos. En esta Tesis doctoral se ha desarrollado una metodología para evaluar la consistencia del trazado en carreteras interurbanas de dos carriles que considera dichos aspectos. Para ello, se hizo un análisis exhaustivo de los índices de trazado, los cuales evalúan las características geométricas en planta y en alzado. Los índices se correlacionaron con la accidentalidad, para determinar cuál de ellos tiene mayor incidencia, encontrándose que es el cambio de curvatura vertical (VCCR); a este índice se le estableció un rango de calificación. Como elemento de evaluación complementario de análisis se seleccionó el perfil de velocidades de operación, procedimiento que ha sido probado en diferentes investigaciones, y del cual se desarrolló un modelo aplicado a Colombia. Para la coordinación de trazados en planta y alzado se evaluaron diferentes combinaciones geométricas, algunas de las cuales generaron reapariciones del trazado. Se ha definido un nuevo índice (Irt) que permite determinar numéricamente la posibilidad de que se presente esta situación, indeseable desde el punto de vista de la seguridad vial. La combinación de estos tres elementos permite una evaluación integral de los diferentes aspectos que inciden sobre la consistencia del trazado de una carretera. La metodología desarrollada se aplicó en el estudio de consistencia del trazado en algunas carreteras españolas y colombianas, ubicadas en distintos tipos de terreno. ABSTRACT Geometric Design Consistency can be defined as the relationship between the geometric characteristics of a road and what the driver expects to find when driving. If there is a correspondence between these two aspects, driving is smoother and unexpected events are minimized, which increases traffic safety conditions. Although from the geometric point of view there are several recommendations to ensure consistent designs, this is not always successfully applied. The study of methods to evaluate design consistency in existing and future routes has only begun in recent years. Most existing methods only consider the horizontal alignment of the road and overlook both the vertical alignment and the coordination that must exist between the vertical and the horizontal. The present Doctoral Thesis proposes a method to evaluate the geometric design consistency of a two-lane rural highway which considers all three of these aspects: the horizontal alignment, the vertical alignment and the coordination that must exist between them. In order to achieve this, several different alignment indices, that evaluate horizontal and vertical geometric characteristics, were thoroughly analyzed to determine their correlation with traffic accidents. The Vertical Curvature Change Rate (VCCR) index showed the highest correlation, and rating thresholds for this index have been established. To complement the evaluation, the operating speed profile, was chosen. This procedure has been extensively tested by several researchers. An operating speed prediction model adapted to Colombia was developed. To study the coordination between the horizontal and the vertical alignments of the road, several geometric combinations of the two were used. Some of these combinations generate undesirable losses of visibility. For this reason, a new index (Irt) was defined to numerically detect those cases, which are undesirable from the point of view of traffic safety. The combination of these three factors allows a comprehensive evaluation of the different aspects that affect the geometric design consistency of a highway. The methodology was applied to some Spanish and Colombian roads located in different types of terrain.