962 resultados para Limited-service
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[Acte. 1777-07-07. Paris]
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[Acte. 1716-05-07]
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The routine maintenance along Iowa's highways and roadways during the summer growing season is a time consuming and costly endeavor. Trimming around guardrail posts and delineator posts is especially costly due to the handwork required. Trimming costs account for approximately 50% of the shoulder mowing costs according to expense figures obtained from the Iowa Department of Transportation (DOT), Office of Maintenance. The FY 2001 statewide trimming costs for the Iowa DOT was approximately $430,000 ($305,000 labor, $125,000 equipment and materials). This product would be required to perform well for 9-21 years, on average, in order to recoup the cost of installation. This includes the durability of the product, but not the cost of repair due to traffic damage, snowplow and wing damage, or damage caused by mowing operations. Maintenance costs associated with vegetation creep over the mats and repair costs would extend the required service life. As a result of resource realignment, the Iowa DOT roadside maintenance policy, for FY 2003 and the future, will be to eliminate trimming around delineator posts unless the reflector is obstructed. This policy change will effectively eliminate the need for weed control mats due to the significant reduction in trimming. The use of the weed control mats could be justified in areas that are dangerous to maintenance workers such as guardrail installations in high traffic areas. Because the delineator posts are further from the edge of the traveled roadway, there is a reduced risk to the maintenance workforce while hand trimming. Because the DuroTrim Vegetation Control Mats appear to have performed adequately in the field trial, they could be considered for use, where safety conditions warrant. That use should be limited, however, due to the considerable initial cost and changes in Iowa DOT roadside maintenance policy. Application should be limited to instances where the use of the DuroTrim Vegetation Control Mats would have a significant impact on the safety of the roadside maintenance workers. The cost savings, due to the elimination of the trimming and mowing alone, is not enough to justify their use in most situations at their current cost. The test sections will continue to be monitored periodically so that approximate service life can be determined.
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Several strategies are available to the Iowa Department of Transportation (IaDOT) for limiting deterioration due to chloride-induced corrosion of embedded reinforcing bars in concrete bridge decks. While the method most commonly used throughout the Midwestern United States is to construct concrete bridge decks with fusion-bonded epoxy-coated reinforcing bars, galvanized reinforcing bars are an available alternative. Previous studies of the in situ performance of galvanized reinforcing bars in service in bridge decks have been limited. IaDOT requested that Wiss, Janney, Elstner Associates, Inc. (WJE) perform this study to gain further understanding of the long-term performance of an Iowa bridge deck reinforced with galvanized reinforcing bars. This study characterized the condition of a bridge deck with galvanized reinforcing bars after about 36 years of service and compared that performance to the expected performance of epoxy-coated or uncoated reinforcing bars in similar bridge construction. For this study, IaDOT selected the Iowa State Highway 92 bridge across Drainage Ditch #25 in Louisa County, Iowa (Structure No. 5854.5S092), which was constructed using galvanized reinforcing bars as the main deck reinforcing. The scope of work for this study included: field assessment, testing, and sampling; laboratory testing and analysis; analysis of findings; service life modeling; and preparation of this report. In addition, supplemental observations of the condition of the galvanized reinforcing bars were made during a subsequent project to repair the bride deck.
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Audit report on the Regional Utility Service Systems Commission for the year ended June 30, 2014
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L'hypophosphatémie sévère définie comme une phosphatémie plasmatique < 0.32 mmol/l (Norme : 0.8-1-4 mmol/l) est associé à une morbidité et mortalité accrues. Il s'agit d'un trouble électrolytique dont la prévalence a été évaluée entre 0.24-0.42 % dans une population d'un hôpital général. Un nombre considérable de maladies et de situations cliniques ont été identifiées comme étant associées à une hypophosphatémie. Méthodologie Etude rétrospective chez les patients du service de médecine interne du Centre Hospitalier Universitaire Vaudois (CHUV, Lausanne) au cours de la période 2008-2010 qui ont présenté au moins un épisode de hypophosphatémie sévère définie comme une phosphatémie ≤ 0.35 mmol/l. Nous avons obtenu les données sur l'âge, le sexe, et les taux plasmatiques de : calcium, albumine, créatinine, bicarbonate veineux, glucose et acide urique.Nous avons étudié la prévalence de l'hypophosphatémie sévère et les pathologies associées. Comparaisondans une analyse cas-contrôles des caractéristiques des patients avec hypophosphatémie sévère et ceux ayant des valeurs de phosphate plasmatiques normales(0.8-1.4 mmol/l). Résultats La prévalence des patients ayant présenté au moins une valeur de phosphatémie ≤0.35 mmol/l pendant l'hospitalisation est de 1.3% sur les trois années cumulées. Chez les 84 patients avec hypophosphatémie sévère, la majorité présente plusieurs causes concomitantes. Nous avons retrouvé les étiologies suivantes : dénutrition sévère, 59.5% ; dialyse, 34.5% ; diarrhées chroniques, 23.8% ; consommation chronique d'alcool, 21.4% ; syndrome de renutrition inappropriée (refeeding syndrome), 20.3% et hyperparathyroïdisme primaire, 4.8%. L'hypokaliémie, l'hypocalcémie et l'hypomagnésémie sont positivement et significativement associées à l'hypophosphatémie. Conclusion La prévalence est rare dans un service de médecine interne, mais reste très probablement sous- diagnostiquée. Les patients à risque de développer ce trouble électrolytique sont les patients souffrant de dénutrition avec son pendant le syndrome de renutritioninappropriée et la consommation chronique d'alcool, et les patients sous dialyse.
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OBJECTIVES: To determine 1) HIV testing practices in a 1400-bed university hospital where local HIV prevalence is 0.4% and 2) the effect on testing practices of national HIV testing guidelines, revised in March 2010, recommending Physician-Initiated Counselling and Testing (PICT). METHODS: Using 2 hospital databases, we determined the number of HIV tests performed by selected clinical services, and the number of patients tested as a percentage of the number seen per service ('testing rate'). To explore the effect of the revised national guidelines, we examined testing rates for two years pre- and two years post-PICT guideline publication. RESULTS: Combining the clinical services, 253,178 patients were seen and 9,183 tests were performed (of which 80 tested positive, 0.9%) in the four-year study period. The emergency department (ED) performed the second highest number of tests, but had the lowest testing rates (0.9-1.1%). Of inpatient services, neurology and psychiatry had higher testing rates than internal medicine (19.7% and 9.6% versus 8%, respectively). There was no significant increase in testing rates, either globally or in the majority of the clinical services examined, and no increase in new HIV diagnoses post-PICT recommendations. CONCLUSIONS: Using a simple two-database tool, we observe no global improvement in HIV testing rates in our hospital following new national guidelines but do identify services where testing practices merit improvement. This study may show the limit of PICT strategies based on physician risk assessment, compared to the opt-out approach.
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Introduction: As part of the roadside development along the Interstate Highway System, the Iowa State Highway Commission has constructed eight pair of rest area facilities. Furthermore, two pair are presently under construction with an additional two pair proposed for letting in 1967. An additional nine and one-half pairs of rest areas are in the planning phase, a grand total of 45 rest Brea buildings. The facilities existing were planned and designed in a relatively short period of time. The rest area facilities are unusual in terms of water use, water demand rates, and the fact that there are no applicable guidelines from previous installations. Such facilities are a pioneering effort to furnish a service -which the travelling public desires and will use. The acceptance and current use of the existing facilities shows that the rest areas do provide a service the public will use and appreciate. The Iowa State Highway Commission is to be congratulated for this· pioneering effort. However there are problems, as should be expected when design of a new type of facility has no past operating experience to use as a guide. Another factor which enters is that a rest area facility is quite different and rather unrelated to engineering in the highway field of practice. Basically, the problems encountered can be resolved into several areas, namely 1) maintenance problems in equipment due to 2) insufficient capacity of several other elements of the water systems, and 3) no provisions for water quality control. This study and report is supposed to essentially cover the review of the rest areas, either existing and under construction or letting. However, the approach used has been somewhat different. Several basic economically feasible water system schemes have been developed which are· adaptable to the different well capacities and different water qualities encountered. These basic designs are used as a guide in recommending modifications to the existing rest area water systems, anticipating that the basic designs will be used for future facilities. The magnitude of the problems involved is shown by the fact that the projected water use and demand variations of each rest area building is equivalent to the water supply for a community of about 100 people. The problems of proper operation and maintenance of an eventual thirty to forty-five such facilities are gigantic. For successful operation the rest area water systems must have a high degree of standardization and interchangeability of all elements of the water systems, even if it means a limited degree of over-design in some rest area facilities.
Audit report on the South Central Iowa Regional E-911 Service Board for the year ended June 30, 2005
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Audit report on the South Central Iowa Regional E-911 Service Board for the year ended June 30, 2005
Audit report on the South Central Iowa Regional E-911 Service Board for the year ended June 30, 2004
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Audit report on the South Central Iowa Regional E-911 Service Board for the year ended June 30, 2004
Audit report on the South Central Iowa Regional E-911 Service Board for the year ended June 30, 2015
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Audit report on the South Central Iowa Regional E-911 Service Board for the year ended June 30, 2015
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The Americans with Disabilities Act (ADA) and the Fair Housing Act (FHA) prohibit discrimination on the basis of disability and govern the use of service or emotional support animals in places where pets may not be permitted. However, courts have been struggling with how to define and treat animals that qualify for protection under each law. This has created confusion as to what rights and duties are owed disabled persons and the animals that live with or accompany them. This essay attempts to clarify these two federal laws with regard to service or emotional support animals and the differing parties‘ rights and interests. It also includes an overview of select state laws that govern assistance animals of all types and our recommendations for enhancing the Iowa Civil Rights Act.