Evaluation des informations préopératoires et du consentement signé en chirurgie pédiatrique

1. Abstract Au XXème siècle la médecine a passablement évolué et la question de l'implication du patient dans le processus de décision thérapeutique devient petit à petit une nécessité. La théorie du consentement éclairé apparaît en Suisse à la fin des années 70 et l'information du patient devient un thème incontournable. C'est dans cette perspective que le formulaire de consentement vient progressivement s'imposer. Dans la première partie de ce travail, nous avons cherché à mettre en évidence qu'elles pouvaient être les directives éthiques et juridiques en matière de formulaire de consentement en vue d'une intervention chirurgicale. Pour que ce formulaire soit validé, il doit être accompagné d'une information claire et appropriée afin obtenir un consentement libre et éclairé du patient tant du point de vue éthique que juridique. Dans la deuxième partie, nous nous sommes intéressés à l'usage et l'utilisation du formulaire de consentement employé au sein du service de chirurgie pédiatrique au CHUV et à l'HEL. Afin d'en avoir un bon reflet, nous avons soumis un questionnaire à des chirurgiens cadres ou chefs de cliniques du service de chirurgie pédiatrique. Ce questionnaire se base sur des questions soulevées par la littérature traitant du sujet ainsi que sur l'article 21 de la loi sur la Santé publique du canton de Vaud qui dit, en résumé, que le minimum requis est le droit à l'information afin de donner valablement un consentement. Il est composé de trois parties. Dans la première partie, il en ressort qu'en règle générale les chirurgiens s'accordent sur la définition du formulaire de consentement. Ils sont dans l'ensemble satisfaits du formulaire en vigueur et n'en modifieraient pas la structure. Dans la deuxième partie, la signature du formulaire est vue comme une obligation mais la raison de cette obligation n'a pas la même signification pour chacun et les avis divergent quant il s'agit de savoir qui cela protège. Dans la troisième partie, ils s'accordent tous sur le contenu de l'information jugé nécessaire à donner aux parents des futurs opérés. En conclusion, les chirurgiens pédiatres semblent globalement satisfaits du formulaire actuel et peu le modifieraient. Nous trouvons important de mentionner que peu soulèvent le fait que le principal concerné par l'intervention est l'enfant et que son avis n'est pas toujours sollicité. A l'avenir, il sera important d'impliquer l'enfant dans cette démarche tout en tenant compte de son degré de maturité.

Mémoire pour Donat, Pierre et Louis Calas. / (Signé : Loyseau de Mauléon.)

[Factum. Calas, Jean (1698-1762). 1762]

Jouffroy / (signé : L. Dubois)

Collection : Galerie universitaire ; I

Design and Construction Procedures for Concrete Overlay and Widening of Existing Pavements, September 2005

State Highway Departments and local street and road agencies are currently faced with aging highway systems and a need to extend the life of some of the pavements. The agency engineer should have the opportunity to explore the use of multiple surface types in the selection of a preferred rehabilitation strategy. This study was designed to look at the portland cement concrete overlay alternative and especially the design of overlays for existing composite (portland cement and asphaltic cement concrete) pavements. Existing design procedures for portland cement concrete overlays deal primarily with an existing asphaltic concrete pavement with an underlying granular base or stabilized base. This study reviewed those design methods and moved to the development of a design for overlays of composite pavements. It deals directly with existing portland cement concrete pavements that have been overlaid with successive asphaltic concrete overlays and are in need of another overlay due to poor performance of the existing surface. The results of this study provide the engineer with a way to use existing deflection technology coupled with materials testing and a combination of existing overlay design methods to determine the design thickness of the portland cement concrete overlay. The design methodology provides guidance for the engineer, from the evaluation of the existing pavement condition through the construction of the overlay. It also provides a structural analysis of various joint and widening patterns on the performance of such designs. This work provides the engineer with a portland cement concrete overlay solution to composite pavements or conventional asphaltic concrete pavements that are in need of surface rehabilitation.

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.