Evaluation of a Bridge Constructed using High Performance Steel, May 2006

Of the approximately 25,000 bridges in Iowa, 28% are classified as structurally deficient, functionally obsolete, or both. Because many Iowa bridges require repair or replacement with a relatively limited funding base, there is a need to develop new bridge materials that may lead to longer life spans and reduced life-cycle costs. In addition, new and effective methods for determining the condition of structures are needed to identify when the useful life has expired or other maintenance is needed. Due to its unique alloy blend, high-performance steel (HPS) has been shown to have improved weldability, weathering capabilities, and fracture toughness than conventional structural steels. Since the development of HPS in the mid-1990s, numerous bridges using HPS girders have been constructed, and many have been economically built. The East 12th Street Bridge, which replaced a deteriorated box girder bridge, is Iowa’s first bridge constructed using HPS girders. The new structure is a two-span bridge that crosses I-235 in Des Moines, Iowa, providing one lane of traffic in each direction. A remote, continuous, fiber-optic based structural health monitoring (SHM) system for the bridge was developed using off-the-shelf technologies. In the system, sensors strategically located on the bridge collect raw strain data and then transfer the data via wireless communication to a gateway system at a nearby secure facility. The data are integrated and converted to text files before being uploaded automatically to a website that provides live strain data and a live video stream. A data storage/processing system at the Bridge Engineering Center in Ames, Iowa, permanently stores and processes the data files. Several processes are performed to check the overall system’s operation, eliminate temperature effects from the complete strain record, compute the global behavior of the bridge, and count strain cycles at the various sensor locations.

Avaliação da Qualidade do Transporte Colectivo Urbano, na Cidade da Praia, e a Satisfação dos Utentes

A qualidade nas organizações de serviço tem-se tornado num tópico de muita importância, sendo reconhecida como uma variável estratégica para aumentar a sua eficácia e eficiência, ganhar vantagem competitiva e conduzir à satisfação dos seus clientes. Promover uma escala apropriada, que reflicta convenientemente as percepções e as expectativas dos clientes, deve ser uma preocupação tanto dos gestores de empresas como das agências governativas. O presente estudo empírico desenvolve e analisa uma escala de medição da qualidade de serviço, através da aplicação do modelo SERVQUAL, desenvolvido por Parasuraman et al. (1985, 1988, 1991), e adaptado para o serviço de transporte colectivo urbano de passageiros (TCUP). O procedimento levado a efeito na presente investigação apresenta 4 fases e 9 etapas, com a combinação do paradigma de Churchill (1979) e entrevistas focus group. A escala final SERVQUAL adaptada, com 23 itens, e as dimensões obtidas indicam que a mesma é altamente fiável (0,891) e válida, demonstrando assim que o procedimento seguido é aplicável e que os seus itens foram desenhados de acordo com as condições do sector. A pesquisa exploratória foi conduzida em Cabo Verde, na cidade da Praia, em Setembro de 2008, com 230 utentes regulares do serviço de TCUP. Os dados confirmam a existência de gaps, encontrando-se a maioria dos inquiridos (67%) insatisfeita com esse serviço. A análise factorial confirmou a existência de cinco dimensões, que determinam a qualidade de serviço no TCUP, na Praia, pela seguinte ordem de importância: “aparência física dos veículos/conforto”, “atenção personalizada/desempenho dos colaboradores”, “empatia”, “conveniência do serviço”, e, por último, “equipamento tangível”. Service quality has become a topic of great importance and it is recognized as a strategic variable to increase its efficiency and effectiveness in getting competitive advantage and leading to customer satisfaction. To seek a proper scale that can reflect perceptions and customers’ expectations accurately should be a concern for business managers as well as government agencies. Present empirical study develops and analyzes a measurement scale of quality service, through the application of SERVQUAL model developed by Parasuraman et al. (1985, 1988, 1991) and adapted for the urban passenger transportation. The procedure followed in present research indicates four phases and nine steps in connection to Churchill paradigm (1979) and focus group interview. The adapted final SERVQUAL scale, with 23 items, and the dimensions obtained indicated that it is highly reliable (0.891) and valid, showing this way that the procedure followed is applicable and their items were drawn according to the sector conditions. This exploratory research was performed in Cape Verde, at Praia in September 2008 with 230 regular’s users of bus service. The data confirms the existence of gaps and that the majority of the inquired are not pleased (67%) with their bus service. The factorial analysis confirms the existence of five dimensions, which determines the service quality in the bus service at Praia according to the following order of importance : “physical appearance of the bus/confort”, “personalized attention/results from the collaborators”, “empathy”, “service convenience” and lastly “tangible equipment”.

Assessment of diesel exhaust particulate exposure and surface characteristics in association with levels of oxidative stress biomarkers

Exposure to PM10 and PM2.5 (particulate matter with aerodynamic diameter smaller than 10 μm and 2.5 μm, respectively) is associated with a range of adverse health effects, including cancer, pulmonary and cardiovascular diseases. Surface characteristics (chemical reactivity, surface area) are considered of prime importance to understand the mechanisms which lead to harmful effects. A hypothetical mechanism to explain these adverse effects is the ability of components (organics, metal ions) adsorbed on these particles to generate Reactive Oxygen Species (ROS), and thereby to cause oxidative stress in biological systems (Donaldson et al., 2003). ROS can attack almost any cellular structure, like DNA or cellular membrane, leading to the formation of a wide variety of degradation products which can be used as a biomarker of oxidative stress. The aim of the present research project is to test whether there is a correlation between the exposure to Diesel Exhaust Particulate (DEP) and the oxidative stress status. For that purpose, a survey has been conducted in real occupational situations where workers were exposed to DEP (bus depots). Different exposure variables have been considered: - particulate number, size distribution and surface area (SMPS); - particulate mass - PM2.5 and PM4 (gravimetry); - elemental and organic carbon (coulometry); - total adsorbed heavy metals - iron, copper, manganese (atomic adsorption); - surface functional groups present on aerosols (Knudsen flow reactor). (Demirdjian et al., 2005). Several biomarkers of oxidative stress (8-hydroxy-2'-deoxyguanosine and several aldehydes) have been determined either in urine or serum of volunteers. Results obtained during the sampling campaign in several bus depots indicated that the occupational exposure to particulates in these places was rather low (40-50 μg/m3 for PM4). Size distributions indicated that particles are within the nanometric range. Surface characteristics of sampled particles varied strongly, depending on the bus depot. They were usually characterized by high carbonyl and low acidic sites content. Among the different biomarkers which have been analyzed within the framework of this study, mean levels of 8- hydroxy-2'-deoxyguanosine and several aldehydes (hexanal, heptanal, octanal, nonanal) increased during two consecutive days of exposure for non-smokers. In order to bring some insight into the relation between the particulate characteristics and the formation of ROS by-products, biomarkers levels will be discussed in relation with exposure variables.

Clients of sex workers in Switzerland: it makes sense to counsel and propose rapid test for HIV on the street, a preliminary report.

BACKGROUND: Clients of street sex workers may be at higher risk for HIV infection than the general population. Furthermore, there is a lack of knowledge regarding HIV testing of clients of sex workers in developed countries. METHOD: This pilot study assessed the feasibility and acceptance of rapid HIV testing by the clients of street-based sex workers in Lausanne, Switzerland. For 5 evenings, clients in cars were stopped by trained field staff for face-to-face interviews focusing on sex-related HIV risk behaviors and HIV testing history. The clients were then offered a free anonymous rapid HIV test in a bus parked nearby. Rapid HIV testing and counselling were performed by experienced nurse practitioners. Clients with reactive tests were offered confirmatory testing, medical evaluation, and care in our HIV clinic. RESULT: We intercepted 144 men, 112 (77.8%) agreed to be interviewed. Among them, 50 (46.6%) had never been tested for HIV. A total of 31 (27.7%) rapid HIV tests were performed, 16 (51.6%) in clients who had not previously been tested. None were reactive. Initially, 19 (16.9%) additional clients agreed to HIV testing but later declined due to the 40-minute queue for testing. CONCLUSION: This pilot study showed that rapid HIV testing in the red light district of Lausanne was feasible, and that the clients of sex workers accepted testing at an unexpectedly high rate. This setting seems particularly appropriate for targeted HIV screening, since more than 40% of the clients had not previously been tested for HIV even though they engaged in sex-related HIV risk behaviour.

Mutations in CEP57 cause mosaic variegated aneuploidy syndrome.

Using exome sequencing and a variant prioritization strategy that focuses on loss-of-function variants, we identified biallelic, loss-of-function CEP57 mutations as a cause of constitutional mosaic aneuploidies. CEP57 is a centrosomal protein and is involved in nucleating and stabilizing microtubules. Our findings indicate that these and/or additional functions of CEP57 are crucial for maintaining correct chromosomal number during cell division.

Disseny i construcció d’ un braç de robot de 5 graus de llibertat governat des de PC via USB.

El braç robot es va crear com a resposta a una necessitat de fabricació d’elements mitjançant la producció en cadena i en tasques que necessiten precisió. Hi ha, però, altres tipus de tasques les quals no són repetitives, ni poden ésser programades, que necessiten però ser controlades en tot moment per un ésser humà. Són activitats que han d’estar realitzades per un ésser humà, però que requereixen molta precisió, és per això que es creu necessari el disseny d’un prototipus de control d’un braç robot estàndard, que permeti a una persona el control total sobre aquest en temps real per a la realització d’una tasca no repetitiva i no programable prèviament.Pretenem, en el present projecte, dissenyar i construir un braç robot de 5 graus de llibertat, controlat des d’un PC mitjançant un microcontrolador PIC amb comunicació a través d’un bus USB. El robot serà governat des d’un PC a través d’un software de control específic

Sobre Gymnocerus Audinet-Serville, 1835 (Coleoptera, Cerambycidae, Lamiinae, Anisocerini) e gêneros relacionados

On Gymnocerus Audinet-Serville, 1835 (Coleoptera, Cerambycidae, Lamiinae, Anisocerini) and related genera. The genus Gymnocerus Audinet-Serville, 1835 is characterized and a key to the related genera is added. New combinations: Gymnocerina cratosomoides (Bates, 1862), comb. nov. (from Gymnocerus) and Badenella gavisa (Lane, 1966), comb. nov. (from Chimboincola). New synonyms proposed: Badenella Lane, 1964 = Chimboincola Lane, 1966 syn. nov.; Gymnocerina cratosomoides (Bates, 1862) = Gymnocerus crassus Bates, 1862 syn. nov. = Gymnocerina sulfurea Lane, 1964 syn. nov. = Gymnocerina subsiciva Lane, 1964 syn. nov. = Gymnocerina spuria Lane, 1964 syn. nov. = Gymnocerina oliveirai Lane, 1964 syn. nov.; and Badenella badeni (Bates, 1875) = Gymnocerus badeni fuscus Franz, 1935 syn. nov. = Badenella laceyi Lane, 1964 syn. nov..

Cerambycidae (Coleoptera) da Colômbia: IV. Cerambycinae com olhos grosseiramente granulados

New records for Colombian Cerambycidae - Achrysonini: Achryson immaculipenne Gounelle, 1909, A. lineolatum Erichson, 1847, A. quadrimaculatum (Fabricius, 1792); Ectenessini: Ectenessa lurida Martins, 1973; Cerambycini: Jupoata rufipennnis (Gory, 1831), Poeciloxestia carlyslei Fragoso, 1978, P. paraensis Lane, 1965; Elaphidionini: Ambonus electus (Gahan & Arrow, 1903), Paramallocera cribripennis (Bates, 1885), Periboeum pubescens (Olivier, 1790), Stizocera plicicollis (Germar, 1824), S. poeyi (Guérin-Méneville, 1838), Pantonyssus glabricollis Fuchs, 1961; Piezocerini: Haruspex lineolatus Bates, 1870; Eligmodermini: Eligmoderma spinicolle Aurivillius, 1923, E. ziczac Nonfried, 1895. New species described: Pantonyssus suturale sp. nov. (Santander); Anelaphus colombianus sp. nov. (Santander); A. sparsus sp. nov. (Magdalena).

Safety Impacts of Pavement Edge Drop-offs, 2006

A vehicle may leave its travel lane for a number of reasons, such as driver error, poor surface conditions, or avoidance of a collision with another vehicle in the travel lane. When a vehicle leaves the travel lane, pavement edge drop-off poses a potential safety hazard because significant vertical differences between surfaces can affect vehicle stability and reduce a driver’s ability to handle the vehicle. Numerous controlled studies have tested driver response to encountering drop-offs under various conditions, including different speeds, vehicle types, drop-off height and shape, and tire scrubbing versus non-scrubbing conditions. The studies evaluated the drivers’ ability to return to and recover within their own travel lane after leaving the roadway and encountering a drop-off. Many of these studies, however, have used professional drivers as test subjects, so results may not always apply to the population of average drivers. Furthermore, test subjects are always briefed on what generally is to be expected and how to respond; thus, the sense of surprise that a truly naïve driver may experience upon realizing that one or two of his or her tires have just dropped off the edge of the pavement, is very likely diminished. Additionally, the studies were carried out under controlled conditions. The actual impact of pavement edge drop-off on drivers’ ability to recover safely once they leave the roadway, however, is not well understood under actual driving conditions. Additionally, little information is available that quantifies the number or severity of crashes that occur where pavement edge drop-off may have been a contributing factor. Without sufficient information about the frequency of edge drop-off-related crashes, agencies are not fully able to measure the economic benefits of investment decisions, evaluate the effectiveness of different treatments to mitigate edge drop-off, or focus maintenance resources. To address these issues, this report details research to quantify the contribution of pavement edge drop-off to crash frequency and severity. Additionally, the study evaluated federal and state guidance in sampling and addressing pavement edge drop-off and quantified the extent of pavement edge drop-off in two states. This study focused on rural two-lane paved roadways with unpaved shoulders, since they are often high speed facilities (55+ mph), have varying levels of maintenance, and are likely to be characterized by adverse roadway conditions such as narrow lanes or no shoulders.

The role of soil in vegetated gravelly river braid plains: more than just a passive response?

This paper reviews the role of alluvial soils in vegetated gravelly river braid plains. When considering decadal time scales of river evolution, we argue that it becomes vital to consider soil development as an emergent property of the developing ecosystem. Soil processes have been relatively overlooked in accounts of the interactions between braided river processes and vegetation, although soils have been observed on vegetated fluvial landforms. We hypothesise that soil development plays a major role in the transition (speed and pathway) from a fresh sediment deposit to a vegetated soil-covered landform. Disturbance (erosion and/or deposition), vertical sediment structure (process history), vegetation succession, biological activity and water table fluctuation are seen as the main controls on early alluvial soil evolution. Erosion and deposition processes may not only act as soil disturbing agents, but also as suppliers of ecosystem resources, because of their role in delivering and changing access (e.g. through avulsion) to fluxes of water, fine sediments and organic matter. In turn, the associated initial ecosystem may influence further fluvial landform development, such as through the trapping of fine-grained sediments (e.g. sand) by the engineering action of vegetation and the deposit stabilisation by the developing above and belowground biomass. This may create a strong feedback between geomorphological processes, vegetation succession and soil evolution which we summarise in a conceptual model. We illustrate this model by an example from the Allondon River (CH) and identify the research questions that follow.

Homonymies in Callichromatini (Coleoptera, Cerambycidae)

New names proposed: Beaveriella nom. nov. for Beaveria Lane, 1970, pre-occupied by Beaveria Lee, 1965 (Trematoda, Troglotrematidae); Monnechroma nom. nov. for Xenochroma Schmidt, 1924, pre-occupied by Xenochroma Warren, 1902 (Lepidoptera, Geometridae). Consequently, the following new combinations are made: Beaveriella nacta (Lane, 1970) comb. nov., B. sagda (Monné & Martins, 1972) comb. nov., Monnechroma azurea (Demets, 1976) comb. nov., M. seabrai (Fragoso & Monné, 1989) comb. nov., M. subpulvereum (Schimidt, 1924) comb. nov., M. tibialis (Giesbert, 1987) comb. nov., and M. uniforme (Gounelle, 1911) comb. nov..

The crew-scheduling module in the GIST system

The public transportation is gaining importance every year basically duethe population growth, environmental policies and, route and streetcongestion. Too able an efficient management of all the resources relatedto public transportation, several techniques from different areas are beingapplied and several projects in Transportation Planning Systems, indifferent countries, are being developed. In this work, we present theGIST Planning Transportation Systems, a Portuguese project involving twouniversities and six public transportation companies. We describe indetail one of the most relevant modules of this project, the crew-scheduling module. The crew-scheduling module is based on the application of meta-heuristics, in particular GRASP, tabu search and geneticalgorithm to solve the bus-driver-scheduling problem. The metaheuristicshave been successfully incorporated in the GIST Planning TransportationSystems and are actually used by several companies.

Splitting rivers at their seams: bifurcations and avulsion

River bifurcations are critical but poorly understood elements of many geomorphological systems. They are integral elements of alluvial fans, braided rivers, fluvial lowland plains, and deltas and control the partitioning of water and sediment through these systems. Bifurcations are commonly unstable but their lifespan varies greatly. In braided rivers bars and channels migrate, split and merge at annual or shorter timescales, thereby creating and abandoning bifurcations. This behaviour has been studied mainly by geomorphologists and fluid dynamicists. Bifurcations also exist during avulsion, the process of a river changing course on a floodplain or in a delta, which may take 102103 years and has been studied mainly by sedimentologists. This review synthesizes our current understanding of bifurcations and brings together insights from different research communities and different environmental settings. We consider the causes and initiation of bifurcations and avulsion, the physical mechanisms controlling bifurcation and avulsion evolution, mathematical and numerical modelling of these processes, and the possibility of stable bifurcations. We end the review with some open questions. Copyright (c) 2012 John Wiley & Sons, Ltd.

Sinonímias e novas combinações em Trachyderini e Acanthoderini (Coleoptera, Cerambycidae)

Novas sinonímias: Lissonomimus Viana & Martínez, 1992 = Laneiella Monné, 2006 syn. nov.; Acanthoderes latevittata Aurivillius, 1921 = Acanthoderes onca Galileo & Martins, 2006 syn. nov.; Acanthoderes thoracicus White, 1855 = Acanthoderes (Psapharochrus) uyapensis Martins & Galileo, 2003 syn. nov.. Irundisaua Martins & Galileo, 2005 é considerado sinônimo de Natagaima mas o nome Natagaima Lane, 1972 está preocupado por Natagaima Beier, 1960 (Orthoptera, Tettigoniidae), propomos a substituição pelo sinônimo júnior Irundisaua Martins & Galileo, 2005. Novas combinações: Lissonomimus megaderinus (Lane, 1973) comb. nov.; Irundisaua balteata (Lane, 1972) comb. nov.; Irundisaua heloisae (Julio, 2003) comb. nov.; Irundisaua moacyri (Julio, 2003) comb. nov..