Safety management of cranes on construction sites in Portugal: Critical factors of safety

The evolution of the construction caused a need to use more effective equipments, capable of meeting the increasingly demanding deadlines for the completion of works. In this context, the safety and efficiency of equipment have become key aspects in order to optimize the execution time of the works, as well as reducing labor costs and loss of materials. With the evolution of construction and construction processes, cranes have come to represent a signal of the construction of buildings, revealing to be, in most of the cases, the main equipment of construction sites. Currently, some engineers revels some apprehension regarding the use and handling of cranes which is natural and acceptable, since an equipment failure can lead to serious or fatal accidents. The factors affecting safety management of the cranes in construction sites were investigated, identified, classified and evaluated according to their degree of importance, through interviews with representatives of the general contractors of a set of selected construction sites.

An analysis of the use of photogrammetric sorting to audit construction and demolition waste production on site

This study analyses the area of construction and demolition waste (C & D W) auditing. The production of C&DW has grown year after year since the Environmental Protection Agency (EPA) first published a report in 1996 which provided data for C&D W quantities for 1995 (EPA, 1996a). The most recent report produced by the EPA is based on data for 2005 (EPA, 2006). This report estimated that the quantity of C&DW produced for that period to be 14 931 486 tonnes. However, this is a ‘data update’ report containing an update on certain waste statistics so any total provided would not be a true reflection of the waste produced for that period. This illustrates that a more construction site-specific form of data is required. The Department of Building and Civil Engineering in the Galway-Mayo Institute of Technology have carried out two recent research projects (Grimes, 2005; Kelly, 2006) in this area, which have produced waste production indicators based on site-specific data. This involved the design and testing of an original auditing tool based on visual characterisation and the application of conversion factors. One of the main recommendations of these studies was to compare this visual characterisation approach with a photogrammetric sorting methodology. This study investigates the application of photogrammetric sorting on a residential construction site in the Galway region. A visual characterisation study is also carried out on the same project to compare the two methodologies and assess the practical application in a construction site environment. Data collected from the waste management contractor on site was also used to provide further evaluation. From this, a set of waste production indicators for new residential construction was produced: □ 50.8 kg/m2 for new residential construction using data provided by the visual characterisation method and the Landfill Levy conversion factors. □ 43 kg/m2 for new residential construction using data provided by the photogrammetric sorting method and the Landfill Levy conversion factors. □ 23.8 kg/m2 for new residential construction using data provided by Waste Management Contractor (WMC). The acquisition of the data from the waste management contractor was a key element for testing of the information produced by the visual characterisation and photogrammetric sorting methods. The actual weight provided by the waste management contractor shows a significant difference between the quantities provided.

Design Guide and Construction Specifications for National Pollutant Discharge Elimination System (NPDES) Site Runoff Control, 2006

According to the 1972 Clean Water Act, the Environmental Protection Agency (EPA) established a set of regulations for the National Pollutant Discharge Elimination System (NPDES). The purpose of these regulations is to reduce pollution of the nation’s waterways. In addition to other pollutants, the NPDES regulates stormwater discharges associated with industrial activities, municipal storm sewer systems, and construction sites. Phase II of the NPDES stormwater regulations, which went into effect in Iowa in 2003, applies to construction activities that disturb more than one acre of ground. The regulations also require certain communities with Municipal Separate Storm Sewer Systems (MS4) to perform education, inspection, and regulation activities to reduce stormwater pollution within their communities. Iowa does not currently have a resource to provide guidance on the stormwater regulations to contractors, designers, engineers, and municipal staff. The Statewide Urban Design and Specifications (SUDAS) manuals are widely accepted as the statewide standard for public improvements. The SUDAS Design manual currently contains a brief chapter (Chapter 7) on erosion and sediment control; however, it is outdated, and Phase II of the NPDES stormwater regulations is not discussed. In response to the need for guidance, this chapter was completely rewritten. It now escribes the need for erosion and sediment control and explains the NPDES stormwater regulations. It provides information for the development and completion of Stormwater Pollution Prevention Plans (SWPPPs) that comply with the stormwater regulations, as well as the proper design and implementation of 28 different erosion and sediment control practices. In addition to the design chapter, this project also updated a section in the SUDAS Specifications manual (Section 9040), which describes the proper materials and methods of construction for the erosion and sediment control practices.

Construction and electrophoretic migration of single-stranded DNA knots and catenanes.

In recent years there has been growing interest in the question of how the particular topology of polymeric chains affects their overall dimensions and physical behavior. The majority of relevant studies are based on numerical simulation methods or analytical treatment; however, both these approaches depend on various assumptions and simplifications. Experimental verification is clearly needed but was hampered by practical difficulties in obtaining preparative amounts of knotted or catenated polymers with predefined topology and precisely set chain length. We introduce here an efficient method of production of various single-stranded DNA knots and catenanes that have the same global chain length. We also characterize electrophoretic migration of the produced single-stranded DNA knots and catenanes with increasing complexity.

Concrete Pavement Construction Basics, June 2006

General principles • Everyone at the construction site, particularly foremen and supervisors, is responsible for recognizing and troubleshooting potential problems as they arise. • Batches of concrete should be consistent and uniformly mixed. • A major cause of pavement failure is unstable subgrade. The subgrade should consist of uniform material, and the subgrade system must drain well. • Dowel bars are important for load transfer at transverse joints on pavements with high truck volumes. Dowels must be carefully aligned, horizontally and vertically, to prevent pavement damage at the joints. • Stringlines control the slipform paver’s horizontal and vertical movement and ensure a smooth pavement profile. Once stringlines are set, they should be checked often and not disturbed. • Overfinishing the new pavement and/or adding water to the surface can lead to pavement surface problems. If the concrete isn’t sufficiently workable, crews should contact the project manager. Changes to the mixture or to paver equipment may reduce the problem. • Proper curing is critical to preventing pavement damage from rapid moisture loss at the pavement surface. • A well spaced and constructed system of joints is critical to prevent random cracking. • Joints are simply controlled cracks. They must be sawed during the brief time after the pavement has gained enough strength to prevent raveling but before it begins to crack randomly (the “sawing window”). • Seasonal and daily weather variations affect setting time and other variables in new concrete. Construction operations should be adjusted appropriately.

Concrete Overlay Field Application Program Iowa Task Report US 18 Concrete Overlay Construction Under Traffic, May 2012

The National Concrete Pavement Technology Center, Iowa Department of Transportation, and Federal Highway Administration set out to demonstrate and document the design and construction of portland cement concrete (PCC) overlays on two-lane roadways while maintaining two-way traffic. An 18.82 mile project was selected for 2011 construction in northeast Iowa on US 18 between Fredericksburg and West Union. This report documents planning, design, and construction of the project and lessons learned. The work included the addition of subdrains, full-depth patching, bridge approach replacement, and drainage structural repair and cleaning prior to overlay construction. The paving involved surface preparation by milling to grade and the placement of a 4.5 inch PCC overlay and 4 foot of widening to the existing pavement. In addition, the report makes recommendations on ways to improve the process for future concrete overlays.

Development of Benchmark Data for the Iowa Department of Transportation Construction Offices, HR-381, 1996

This report describes the development of performance measures for the Iowa DOT Construction Offices. The offices are responsible for administering all transportation construction projects for the Iowa DOT. In conjunction with a steering team composed of representatives of the Construction Offices, the research team developed a list of eight key processes and a set of measures for each. Two kinds of data were gathered: baseline data and benchmark data. Baseline data is used to characterize current performance. Benchmark data is gathered to find organizations that have excellent performance records for one or more key functions. This report discusses the methodology used and the results obtained. The data obtained represents the first set of data points. Subsequent years will establish trends for each of the measures, showing improvement or lack of it.

Evaluation of Lightweight Profilers for Construction Smoothness Evaluation, MLR-02-02, 2004

High-speed non-contact laser profilers have become the standard testing equipment for pavement management ride quality testing. The same technology used in the high-speed profilers is now being used in lightweight profilers for construction smoothness testing. The lightweight profilers have many advantages over the California 25-ft profilograph. Despite the many advantages of the lightweight profilers, there is resistance from the contracting industry toward eliminating the 25-ft profilograph for construction ride testing. One way to reduce or overcome the resistance is to evaluate and demonstrate the advantages/disadvantages of the lightweight profiler in actual field use in Iowa. The objective of the study was to purchase a lightweight profiler and to evaluate its suitability for construction smoothness quality verification and quality acceptance on Iowa projects. A lightweight profiler, an Ames Engineering, Inc. LISA single laser unit, was received in February 2003 for the study. Based on the work done during the 2003 construction season, the following conclusions can be made: (1) For hot mix asphalt surfaces, the LISA correlated well with the contractors' profilographs; (2) LISA results are significantly affected by longitudinal tining on portland cement concrete pavements, requiring a laser system upgrade to give accurate results; (3) A significant timesaving was realized by using the LISA; (4) Increasing visibility and reducing time in the construction zone improved safety; (5) One person with limited lifting capabilities could set up and operate the LISA; and (6) With the current Iowa Department of Transportation specification, the LISA cannot totally replace the profilograph, since bridges and short segments with no adjoining pavement would still require a profilograph.

Construction of an index of information from clinical practice in Radiology and Imaging Diagnosis based on text mining and thesaurus

Objective To construct a Portuguese language index of information on the practice of diagnostic radiology in order to improve the standardization of the medical language and terminology. Materials and Methods A total of 61,461 definitive reports were collected from the database of the Radiology Information System at Hospital das Clínicas – Faculdade de Medicina de Ribeirão Preto (RIS/HCFMRP) as follows: 30,000 chest x-ray reports; 27,000 mammography reports; and 4,461 thyroid ultrasonography reports. The text mining technique was applied for the selection of terms, and the ANSI/NISO Z39.19-2005 standard was utilized to construct the index based on a thesaurus structure. The system was created in *html. Results The text mining resulted in a set of 358,236 (n = 100%) words. Out of this total, 76,347 (n = 21%) terms were selected to form the index. Such terms refer to anatomical pathology description, imaging techniques, equipment, type of study and some other composite terms. The index system was developed with 78,538 *html web pages. Conclusion The utilization of text mining on a radiological reports database has allowed the construction of a lexical system in Portuguese language consistent with the clinical practice in Radiology.

Construction and validation of a scoring system for the selection of high-quality data in a Spanish population primary care database (SIDIAP)

Background Computerised databases of primary care clinical records are widely used for epidemiological research. In Catalonia, the InformationSystem for the Development of Research in Primary Care (SIDIAP) aims to promote the development of research based on high-quality validated data from primary care electronic medical records. Objective The purpose of this study is to create and validate a scoring system (Registry Quality Score, RQS) that will enable all primary care practices (PCPs) to be selected as providers of researchusable data based on the completeness of their registers. Methods Diseases that were likely to be representative of common diagnoses seen in primary care were selected for RQS calculations. The observed/ expected cases ratio was calculated for each disease. Once we had obtained an estimated value for this ratio for each of the selected conditions we added up the ratios calculated for each condition to obtain a final RQS. Rate comparisons between observed and published prevalences of diseases not included in the RQS calculations (atrial fibrillation, diabetes, obesity, schizophrenia, stroke, urinary incontinenceand Crohn’s disease) were used to set the RQS cutoff which will enable researchers to select PCPs with research-usable data. Results Apart from Crohn’s disease, all prevalences were the same as those published from the RQS fourth quintile (60th percentile) onwards. This RQS cut-off provided a total population of 1 936 443 (39.6% of the total SIDIAP population). Conclusions SIDIAP is highly representative of the population of Catalonia in terms of geographical, age and sex distributions. We report the usefulness of rate comparison as a valid method to establish research-usable data within primary care electronic medical records

The Formation Of Internationalization Strategies Within The Construction Industry:Vision and Strategy

Internationalization represents a complex topic that has been researched for quite some time. However, since it continues to be extremely current a topic, its significance has not diminished, but maybe even increased in importance. Companies today face extreme pressure to enter new markets in the hope of growing, becoming more profitable, increasing market share, attracting new customers and meeting the requirements of its share- and stakeholders. In the increasingly global business environment of today, companies are facing both challenges and possible advantages of internationalization. Few companies are not operating internationally and it is becoming the question of ‘Why not?’ rather than ‘Why?’ to internationalize business operations. Internationalization and the importance of strategy are discussed in this research from the viewpoint of three case companies that were interviewed about internationalization strategies. This research project is a qualitative study that answers the research question of How is a business strategy constructed for entering a new market? The sub-questions are • How are goals set and what indicators are used to monitor the achievement of these goals? • What are the key characteristics of a strategy implementation process? The research method chosen for this study is a multiple-case study. Three case companies were chosen for the interviews in order to gain in-depth data of internationalization strategies within the construction industry.

Proposal for Construction of Brock’s Monument, Queenston, newspaper fragment, 1824

Brock’s Monument is owned by Parks Canada and maintained by the Niagara Parks Commission in collaboration with the Friends of Fort George and Niagara National Historic Sites. It is located in Queenston Heights Park atop the Niagara Escarpment. On March 14, 1815, Parliament passed an act to erect a monument to the memory of General Isaac Brock. A design by engineer Francis Hall was selected. He envisioned a 135 ft. tall Tuscan column, made out of stone with a winding staircase inside. By the spring of 1824, work had begun on the monument. In June of that year, the cornerstone was laid and William Lyon Mackenzie was in attendance at the ceremony. It was on October 13th, 1824 (the anniversary of Brock’s death) that 6000 people traveled to Queenston to inter the remains of Brock and Lieutenant-Colonel Macdonell. This was the second burial for both. After 3 years the tower had reached 135 feet, but there was no inscription at the base, the fence around the observation deck had not been installed and there was no statue of Brock. Hall submitted a plan to finish the statue, but he was turned down and a simple ornament was placed where the Brock statue should have been. A massive blast of gunpowder destroyed the monument in 1840. It is alleged that an American sympathizer with the Upper Canada Rebellion set off the blast. Brock and Macdonell’s bodies were reburied in the Hamilton Family Cemetery in Queenston. The present monument was rebuilt in 1853. William Thomas (designer of St. Michael’s Cathedral in Toronto) was the architect. Brock and Macdonell were once again laid to rest in separate vaults at the statue. In 1968, Brock’s Monument was declared a national historical site. In 2005, it was closed to the public due to safety concerns, but it reopened in 2010. Source: http://www.thecanadianencyclopedia.com/articles/brocks-monument-queenston-heights

Historical Consciousness and the Construction of Inter-Group Relations: The Case of Francophone and Anglophone History School Teachers in Quebec

Cette thèse s’intéresse aux effets de la conscience historique sur les négociations de l’ethnicité et la structuration des frontières intergroupes chez les enseignants d’histoire nationale au Québec. L’ambiguïté de dominance ethnique entre Francophones et Anglophones contextualise la façon dont les enseignants de ces groupes historicisent les significations du passé pour se connaître et s’orienter « ethniquement. » Selon leurs constructions des réalités intergroupes, ils peuvent promouvoir la compréhension intergroupe ou préserver une coexistence rigide. Le premier article théorise comment les capacités à historiciser le passé, ou à générer des formes de vie morales pour une orientation temporelle, soutiennent la construction de l’ethnicité. En développant un répertoire des tendances de conscience historique parallèles et égales afin de comprendre les fluctuations dans le maintien des frontières ethniques, l’article souligne l’importance de la volonté à reconnaître l’agentivité morale et historique des humains à rendre les frontières plus perméables. Le deuxième article discute d’une étude sur les attitudes intergroupes et les traitements mutuels entre des enseignants d’histoire Francophones et Anglophones. Alors que la plupart des répondants francophones sont indifférents aux réalités sociales et expériences historiques des Anglo-québécois, tous les répondants anglophones en sont conscients et enseignent celles des Franco-québécois. Cette divergence implique une dissemblance dans la manière dont les relations intergroupes passées sont historicisées. La non-reconnaissance de l’agentivité morale et historique des Anglo-québécois peut expliquer l’indifférence des répondants francophones. Le dernier article présente une étude sur la conscience historique des enseignants d’histoire francophone à l’égard des Anglo-québécois. En mettant le répertoire de conscience historique développé à l’épreuve, l’étude se concentre sur la manière dont les répondants historicisent le changement temporel dans leurs négociations de l’ethnicité et leurs structurations des frontières. Tandis que leurs opinions sur l’« histoire » et leurs historicisations des contextes différents les amènent à renforcer des différences ethnoculturelles et à ne pas reconnaître l’agentivité morale et historique de l’Autre, presque la moitié des répondants démontre une ouverture à apprendre et transmettre les réalités et expériences anglo-québécoises. La dépendance sur les visions historiques préétablies pour construire les réalités intergroupes souligne néanmoins l’exclusion de ce dernier groupe dans le développement d’une identité nationale.

La culture du travail de rue : une construction quotidienne

La présente étude propose d’éclairer la dynamique interactive de construction quotidienne de la culture du travail de rue. Tel qu’elle est présentée au premier chapitre, cette piste de recherche fait écho à différentes préoccupations soulevées par l’indétermination des conditions d’existence et d’exercice du travail de rue aux niveaux de la légitimation sociale de cette pratique, de sa consolidation organisationnelle, de son articulation méthodologique et de l’identification professionnelle de ses praticiens. Après avoir mis en relief les contraintes et défis engendrés par ces différentes formes d’incertitude, la problématique met en lumière l’opportunité de voir dans cette indétermination un révélateur des processus quotidiens de construction culturelle du travail de rue. Un deuxième chapitre présente le cadre théorique constructiviste, interactionniste et ethnométhodologique qui a inspiré la conception de la culture adoptée dans cette recherche. Un troisième chapitre résume la stratégie ethnographique de l’enquête de terrain menée dans l’univers du travail de rue par le biais d’une démarche d’observation participante d’une année au sein d’une équipe locale de travailleurs de rue et des espaces associatifs fréquentés par ces acteurs à l’échelle régionale, provinciale et internationale. Empruntant la métaphore dramaturgique d’Erving Goffman pour décrire « la mise en scène de la vie quotidienne » des travailleurs de rue, une deuxième section d’analyse des données décrit en trois chapitres les interactions sociales des travailleurs de rue dans les « coulisses » de leurs espaces entre pairs, « dans le décor du milieu » à la rencontre de leurs « publics » ainsi que lors de « représentation de leur rôle » en situation d’intervention. Recourant à des récits d’observation et à divers exemples, chacun de ces chapitres explicite les activités routinières et les conversations ordinaires qui prennent forme dans ces différents contextes d’interaction sociale. Le quatrième chapitre décrit la quotidienneté de ma propre incursion comme chercheure dans l’univers des travailleurs de rue et celle dont j’ai été témoin dans la dynamique de l’équipe qui m’a accueillie pendant une année sur une base hebdomadaire. Le cinquième chapitre raconte la vie de tous les jours ayant cours à travers l’intégration des travailleurs de rue sur le terrain et l’activation de leur rôle dans le milieu. Le sixième chapitre reflète différentes manières dont les travailleurs de rue s’inscrivent au quotidien dans des situations d’intervention avec les personnes du milieu et avec les acteurs de la communauté. Un septième chapitre dégage de la description de cet assemblage de routines et de codes de langage des travailleurs de rue une interprétation des processus et des produits de la « culturation » de cette pratique, c’est-à-dire une certaine lecture des processus interactifs de production de cette culture et de la constellation de significations produites et mobilisées par les acteurs impliqués.

Construction d'une échelle décrivant les niveaux de compétence de collaboration, à partir d'indicateurs validés par des enseignants cliniciens en médecine

La collaboration est une compétence essentielle que les futurs médecins doivent développer. La détermination des niveaux de compétence est cruciale dans la planification de cet apprentissage. Les échelles descriptives suscitent un intérêt croissant, car elles décrivent en termes qualitatifs les performances attendues. Nous inspirant de la méthodologie mixte de Blais, Laurier, & Rousseau (2009), nous avons construit en cinq étapes une échelle de niveau de compétence de collaboration: 1) formulation d’une liste d’indicateurs situés à quatre niveaux de la formation médicale (préclinique, externat, résidence junior et sénior) par les chercheurs (n= 3) et un groupe d’éducateurs (n=7), leaders pédagogiques possédant une expertise pour la compétence de collaboration; 2) sondage en ligne comprenant quatre questionnaires portant sur les niveaux de 118 indicateurs, auprès d’enseignants cliniciens représentant les différentes spécialités (n=277); 3) analyse, avec le modèle partial credit de Rasch, des réponses aux questionnaires appariés par calibration concurrente; 4) détermination des niveaux des indicateurs par les éducateurs et les chercheurs; et 5) rédaction de l’échelle à partir des indicateurs de chaque niveau. L’analyse itérative des réponses montre une adéquation au modèle de Rasch et répartit les indicateurs sur l’échelle linéaire aux quatre niveaux. Les éducateurs déterminent le niveau des 111 indicateurs retenus en tenant compte des résultats du sondage et de la cohérence avec le curriculum. L’échelle comporte un paragraphe descriptif par niveau, selon trois capacités : 1) participer au fonctionnement d’une équipe; 2) prévenir et gérer les conflits; et 3) planifier, coordonner et dispenser les soins en équipe. Cette échelle rend explicites les comportements collaboratifs attendus à la fin de chaque niveau et est utile à la planification de l’apprentissage et de l’évaluation de cette compétence. La discordance entre les niveaux choisis par les éducateurs et ceux issus de l’analyse des réponses des enseignants cliniciens est principalement due au faible choix de réponse du niveau préclinique par les enseignants et aux problèmes d’adéquation pour les indicateurs décrivant la gestion des conflits. Cette recherche marque une avan- cée dans la compréhension de la compétence de collaboration et démontre l’efficacité de la méthodologie de Blais (2009) dans un contexte de compétence transversale, en sciences de la santé. Cette méthodologie pourrait aider à approfondir les trajectoires de développement d’autres compétences.