Grade I and II acromioclavicular dislocations: results of conservative treatment.

The purpose of this study was to assess the results of acute grade I and II acromioclavicular (AC) joint sprains treated by conservative measures. Between 1993 and 1997, 37 consecutive patients were treated conservatively for AC joint sprains, grade I and II in the Tossy classification. Of these patients, 4 were excluded (three lost to follow-up and one sustained a further AC injury), leaving a series of 33 patients. Among them, in 9 (27%), chronic AC joint pathology that required subsequent surgery developed at a mean of 26 months after injury. The remaining 24 were reviewed clinically and radiologically at a mean of 6.3 years (range, 4-8 years) after injury. At the latest follow-up, 17 of the 33 patients (52%) remained asymptomatic. Of the 24 patients reviewed, 7 complained of activity-related pain. Eight patients presented with residual anteroposterior instability. Tenderness at the AC joint as well as a positive cross-body test was observed in 12 patients. The mean Constant score at follow-up was 82 points. The x-ray films showed degenerative changes in 13 patients, ossification of the coracoclavicular ligaments in 2, an association of degenerative changes with ossification of the coracoclavicular ligaments in 3, and distal clavicular osteolysis in 3. Only 4 cases had no radiographic changes after this kind of AC injury. On the basis of these results, we conclude that the severity of the consequences after grade I and II AC sprains is underestimated.

Dowel Bar Optimization: Phases I and II, October 2001

America’s roadways are in serious need of repair. According to the American Society of Civil Engineers (ASCE), one-third of the nation’s roads are in poor or mediocre condition. ASCE has estimated that under these circumstances American drivers will sacrifice $5.8 billion and as many as 13,800 fatalities a year from 1999 to 2001 ( 1). A large factor in the deterioration of these roads is a result of how well the steel reinforcement transfers loads across the concrete slabs. Fabricating this reinforcement using a shape conducive to transferring these loads will help to aid in minimizing roadway damage. Load transfer within a series of concrete slabs takes place across the joints. For a typical concrete paved road, these joints are approximately 1/8-inch gaps between two adjacent slabs. Dowel bars are located at these joints and used to transfer load from one slab to its adjacent slabs. As long as the dowel bar is completely surrounded by concrete no problems will occur. However, when the hole starts to oblong a void space is created and difficulties can arise. This void space is formed due to a stress concentration where the dowel contacts the concrete. Over time, the repeated process of traffic traveling over the joint crushes the concrete surrounding the dowel bar and causes a void in the concrete. This void inhibits the dowel’s ability to effectively transfer load across the joint. Furthermore, this void gives water and other particles a place to collect that will eventually corrode and potentially bind or lock the joint so that no thermal expansion is allowed. Once there is no longer load transferred across the joint, the load is transferred to the foundation and differential settlement of the adjacent slabs will occur.

Investgiation into Improved Pavement Curing Materials and Techniques: Part 1 - Phases I and II, April 2002

Concrete curing is closely related to cement hydration, microstructure development, and concrete performance. Application of a liquid membrane-forming curing compound is among the most widely used curing methods for concrete pavements and bridge decks. Curing compounds are economical, easy to apply, and maintenance free. However, limited research has been done to investigate the effectiveness of different curing compounds and their application technologies. No reliable standard testing method is available to evaluate the effectiveness of curing, especially of the field concrete curing. The present research investigates the effects of curing compound materials and application technologies on concrete properties, especially on the properties of surface concrete. This report presents a literature review of curing technology, with an emphasis on curing compounds, and the experimental results from the first part of this research—lab investigation. In the lab investigation, three curing compounds were selected and applied to mortar specimens at three different times after casting. Two application methods, single- and double-layer applications, were employed. Moisture content, conductivity, sorptivity, and degree of hydration were measured at different depths of the specimens. Flexural and compressive strength of the specimens were also tested. Statistical analysis was conducted to examine the relationships between these material properties. The research results indicate that application of a curing compound significantly increased moisture content and degree of cement hydration and reduced sorptivity of the near-surface-area concrete. For given concrete materials and mix proportions, optimal application time of curing compounds depended primarily upon the weather condition. If a sufficient amount of a high-efficiency-index curing compound was uniformly applied, no double-layer application was necessary. Among all test methods applied, the sorptivity test is the most sensitive one to provide good indication for the subtle changes in microstructure of the near-surface-area concrete caused by different curing materials and application methods. Sorptivity measurement has a close relation with moisture content and degree of hydration. The research results have established a baseline for and provided insight into the further development of testing procedures for evaluation of curing compounds in field. Recommendations are provided for further field study.

Dowel Bar Optimization: Phases I and II, October 2001

America’s roadways are in serious need of repair. According to the American Society of Civil Engineers (ASCE), one-third of the nation’s roads are in poor or mediocre condition (1). ASCE has estimated that under these circumstances American drivers will sacrifice $5.8 billion and as many as 13,800 fatalities a year from 1999 to 2001 ( 1). A large factor in the deterioration of these roads is a result of how well the steel reinforcement transfers loads across the concrete slabs. Fabricating this reinforcement using a shape conducive to transferring these loads will help to aid in minimizing roadway damage. Load transfer within a series of concrete slabs takes place across the joints. For a typical concrete paved road, these joints are approximately 1/8-inch gaps between two adjacent slabs. Dowel bars are located at these joints and used to transfer load from one slab to its adjacent slabs. As long as the dowel bar is completely surrounded by concrete no problems will occur. However, when the hole starts to oblong a void space is created and difficulties can arise. This void space is formed due to a stress concentration where the dowel contacts the concrete. Over time, the repeated process of traffic traveling over the joint crushes the concrete surrounding the dowel bar and causes a void in the concrete. This void inhibits the dowel’s ability to effectively transfer load across the joint. Furthermore, this void gives water and other particles a place to collect that will eventually corrode and potentially bind or lock the joint so that no thermal expansion is allowed. Once there is no longer load transferred across the joint, the load is transferred to the foundation and differential settlement of the adjacent slabs will occur.

Evaluation of Composite Pavement Unbonded Overlays: Phases I and II, April 2003

In recent years, thin whitetopping has evolved as a viable rehabilitation technique for deteriorated asphalt cement concrete (ACC) pavements. Numerous projects have been constructed and tested; these projects allow researchers to identify the important elements contributing to the projects’ successes. These elements include surface preparation, overlay thickness, synthetic fiber reinforcement usage, joint spacing, and joint sealing. Although the main factors affecting thin whitetopping performance have been identified by previous research, questions still existed as to the optimum design incorporating these variables. The objective of this research is to investigate the interaction between these variables over time. Laboratory testing and field-testing were planned in order to accomplish the research objective. Laboratory testing involved shear testing of the bond between the portland cement concrete (PCC) overlay and the ACC surface. Field-testing involved falling weight deflectometer deflection responses, measurement of joint faulting and joint opening, and visual distress surveys on the 9.6-mile project. The project was located on Iowa Highway 13 extending north from the city of Manchester, Iowa, to Iowa Highway 3 in Delaware County. Variables investigated included ACC surface preparation, PCC thickness, synthetic fiber reinforcement usage, and joint spacing. This report documents the planning, equipment selection, construction, field changes, and construction concerns of the project built in 2002. The data from this research could be combined with historical data to develop a design specification for the construction of thin, unbonded overlays.

Closed and open grade I and II tibial shaft fractures treated by reamed intramedullary nailing

RESUME Objectif : Le but de cette étude est d'évaluer les résultats du traitement par enclouage centre-médullaire alésé des fractures diaphysaires du tibia aussi bien fermées que pour les fractures ouvertes de stade I et II selon Gustillo. Méthodes: Entre 1997 et 2000, 119 patients présentant une fracture diaphysaire du tibia ont été traités dans notre service par un enclouage centre-médullaire alésé. En postopératoire, 96 patients, soit 70 fractures fermées et 26 fractures ouvertes I et II selon Gustillo, ont été suivis cliniquement et radiologiquement pour une période de plus d'une année et demi. L'introduction du clou centro-médullaire a été faite selon la technique habituelle, soit transtendineuse ou paratendineusé rotulienne. Tous les clous ont été alésés jusqu'à 1,5 mm au-dessus du diamètre du clou. Les patients ayant une fracture isolée du tibia ont été immédiatement mobilisés en charge partielle pour une période de 6 semaines. Ceux qui avaient des lésions associées, notamment au niveau de la cheville épsilatérale, ont nécessité la mise en place d'un plâtre de Type Sarmiento. Résultats : Six patients (6,3%) ont développé un syndrome des loges après chirurgie. Quarante-huit cas (50%) ont nécessité une dynamisation du clou après une période moyenne de 12 semaines en raison d'un retard de consolidation. En général, 90,6% des fractures ont consolidé après 24 semaines postopératoires en moyenne, sans aucune différence significative entre les fractures fermées et les fractures ouvertes. Deux patients (2,1 %) présentant une fracture ouverte degré II ont développé une infection profonde ayant nécessité un traitement. Nous avons également observé 9,4% de cals vicieux minimes et sans conséquence clinique. Huit patients (8,3%) ont eu une brisure des vis de .verrouillage mais également sans conséquence clinique. Au dernier contrôle, 52% des patients, dont ('introduction du clou s'est faite en transtendineux ont des douleurs antérieures du genou contre 14% parmi ceux où l'introduction était paratendineuse. Conclusion : L'enclouage centre-médullaire reste le traitement de choix pour les fractures diaphysaires du tibia, qu'elles soient fermées ou ouvertes degré I ou II selon Gustillo.

Perustason sairaankuljettajien elvytysosaaminen : elvytysosaamista arvioivan mittarin luotettavuuden ja käyttökelpoisuuden arviointi, osa I ja II

Opinnäytetyömme on osa Keski-Uudenmaan pelastuslaitoksen KUOSCE -hanketta, jonka tarkoitukse-na on selvittää perustason sairaankuljettajien taitoja hoitamisen ja tutkimisen eri osa-alueilla, sekä luoda perustason osaamisen kehittymisen malli ensihoidon koulutukseen ja Keski-Uudenmaan pelastuslaitok-sen käyttöön. Opinnäytetyön tarkoituksena on kuvata tutkittuun tietoon perustuen, minkälaista elvytysosaamista perustason sairaankuljettajat tarvitsevat. Toisena tarkoituksena on arvioida elvytysosaamista arvioivan mittarin luotettavuutta ja käyttökelpoisuutta. Olemme kuvanneet kirjallisuuskatsauksessamme tutkimuksiin perustuen elvytyksessä tarvittavaa osaamista sekä osaamisessa todettuja puutteita niin sairaalassa kuin sen ulkopuolisessa ensihoidossa. Tutkimuksissa todettiin, että sairaankuljettajien elvytystaidoissa on paljon parannettavaa. Lähes jokaisella osa-alueella on osaamispuutteita. Elottomuuden tunnistamiseen kuluu liian pitkä aika, painelupaikka määritellään väärin, oikean painelusyvyyden hallitsemisessa on vaikeuksia, ventilaation oikean suhteen toteuttaminen on käytännössä vaikeaa. Tutkimusten mukaan sairaankuljettajien tiedolliset taidot elvytystilanteissa ovat hyvät, mutta käytännön taidoissa on parannettavaa. Mittarin luotettavuuden ja käyttökelpoisuuden arvioimiseksi järjestimme Helsingin ammattikorkeakoulu Stadian valmistuville ensihoitajaopiskelijoille (n=16) simuloidun elvytystilanteen Antti- elvytysnukella. Totesimme mittarin olevan pääosin luotettava, mutta havaitsimme mittarissa olevan myös sen luotettavuutta heikentäviä tekijöitä, kuten arvioijien eriävä mielipide testaustilanteessa johtuen mittarin vaikeasta seurattavuudesta.

Diagnosticos de enfermagem em pacientes classificados nos niveis I e II de prioridade do Protocolo Manchester

O estudo objetivou identificar possíveis diagnósticos de enfermagem em pacientes classificados nos níveis I e II de prioridade do protocolo Manchester. Trata-se de estudo descritivo retrospectivo, cuja amostra foi de 40 prontuários de pacientes classificados nos níveis I e II de prioridade. Para identificação dos diagnósticos de enfermagem dois especialistas analisaram sinais e sintomas registrados nos prontuários dos pacientes no momento da classificação de risco. No nível I de prioridade, os diagnósticos de enfermagem mais frequentes foram: dor aguda (65,0%), padrão respiratório ineficaz (45,0%) e troca de gases prejudicada (40,0%). No nível II de prioridade foram: dor aguda (80,0%), náusea (10,0%) e risco de desequilíbrio eletrolítico (10,0%). Percebeu-se que a utilização do protocolo de Manchester favorece a identificação de características definidoras e fatores relacionados/fatores de risco que subsidiam a elaboração de diagnósticos de enfermagem na classificação de risco.

I «Ricordi» iI don Bosco Affidati Al Primi Missionari salesiane della loro attualità alla luce della «Redemptoris missio»

Pontificia Universitá Gregoriana

Imatge i ús dels serveis d'informació en els alumnes de l'Escola Universitària de Biblioteconomia i Documentació Jordi Rubió i Balaguer (II)

Aquesta és la segona part de l'article aparegut en el número 20 d'ítem. En aquella es presentaven les conclusions de l'estudi realitzat sobre els hàbits en l'ús dels serveis d'informació dels alumnes de primer de l'Escola del curs Í996-Í997. En aquesta segona es pretén veure quin és el punt de vista dels alumnes de segon i tercer curs, per tal d'analitzar els canvis soferts a mesura que van aprofundint en el coneixement dels centres i veure fins a quin punt aquests canvis poden atribuir-se al procés currícular dels alumnes.