Trends in mortality from urologic cancers in Europe, 1970-2008.

BACKGROUND: In recent decades, there have been substantial changes in mortality from urologic cancers in Europe. OBJECTIVE: To provide updated information, we analyzed trends in mortality from cancer of the prostate, testis, bladder, and kidney in Europe from 1970 to 2008. DESIGN, SETTING, AND PARTICIPANTS: We derived data for 33 European countries from the World Health Organization database. MEASUREMENTS: We computed world-standardized mortality rates and used joinpoint regression to identify significant changes in trends. RESULTS AND LIMITATIONS: Mortality from prostate cancer has leveled off since the 1990s in countries of western and northern Europe, particularly over the last few years while it was still rising in Bulgaria, Romania, and Russia. In the European Union (EU), it reached a peak in 1995 at 15.0 per 100 000 men and declined to 12.5 per 100 000 in 2006. Mortality from testicular cancer has steadily declined in most countries in western and northern Europe since the 1970s. The declines were later and appreciably lower in central/eastern Europe. In EU, rates declined from 0.75 in 1980 to 0.32 per 100 000 men in 2006, with stronger declines up to the late 1990s and an apparent leveling off in rates thereafter. Over the last 15 years, mortality from bladder cancer has declined in most European countries in both sexes. The major exceptions were Bulgaria, Poland, and Romania. In the EU, bladder cancer mortality was stable until 1992 and declined thereafter from 7.3 to 5.5 per 100 000 men and from 1.5 to 1.2 per 100 000 women in 2006. Mortality from kidney cancer increased throughout Europe until the early 1990s and leveled off thereafter in many countries, except in a few central and eastern ones. Between 1994 and 2006, rates declined from 4.9 to 4.3 per 100 000 in EU men and from 2.1 to 1.8 per 100 000 in EU women. CONCLUSIONS: Over the last two decades, trends in urologic cancer mortality were favorable in Europe, with the exception of a few central and eastern countries.

An Investigation of the Interstate 80 Rutting in Adair County, October 1983

This investigation was initiated to determine the causes of a rutting problem that occurred on Interstate 80 in Adair County. 1-80 from Iowa 25 to the Dallas County line was opened to traffic in November, 1960. The original pavement consisted of 4-1/2" of asphalt cement concrete over 12" of rolled stone base and 12" of granular subbase. A 5-1/2" overlay of asphalt cement concrete was placed in 1964. In 1970-1972, the roadway was resurfaced with 3" of asphalt cement concrete. In 1982, an asphalt cement concrete inlay, designed for a 10-year life, was placed in the eastbound lane. The mix designs for all courses met or exceeded all current criteria being used to formulate job mixes. Field construction reports indicate .that asphalt usage, densities, field voids and filler bitumen determinations were well within specification limits on a very consistent basis. Field laboratory reports indicate that laboratory voids for the base courses were within the prescribed limits for the base course and below the prescribed limits for the surface course. Instructional memorandums do indicate that extreme caution should be exercised when the voids are at or near the lower limits and traffic is not minimal. There is also a provision that provides for field voids controlling when there is a conflict between laboratory voids and field voids. It appears that contract documents do not adequately address the directions that must be taken when this conflict arises since it can readily be shown that laboratory voids must be in the very low or dangerous range if field voids are to be kept below the maximum limit under the current density specifications. A rut depth survey of January, 1983, identified little or no rutting on this section of roadway. Cross sections obtained in October, 1983, identified rutting which ranged from 0 to 0.9" with a general trend of the rutting to increase from a value of approximately 0.3" at MP 88 to a rut depth of 0.7" at MP 98. No areas of significant rutting were identified in the inside lane. Structural evaluation with the Road Rater indicated adequate structural capacity and also indicated that the longitudinal subdrains were functioning properly to provide adequate soil support values. Two pavement sections taken from the driving lane indicated very little distortion in the lower 7" base course. Essentially all of the distortion had occurred in the upper 2" base course and the 1..;1/2" surface course. Analysis of cores taken from this section of Interstate 80 indicated very little densification of either the surface or the upper or lower base courses. The asphalt cement content of both the Type B base courses and the Type A surface course were substantially higher than the intended asphalt cement content. The only explanation for this is that the salvaged material contained a greater percent of asphalt cement than initial extractions indicated. The penetration and viscosity of the blend of new asphalt cement and the asphalt cement recovered from the salvaged material were relatively close to that intended for this project. The 1983 ambient temperatures were extremely high from June 20 through September 10. The rutting is a result of a combination of adverse factors including, (1) high asphalt content, (2) the difference between laboratory and field voids, (3) lack of intermediate sized crushed particles, (4) high ambient temperatures. The high asphalt content in the 2" upper base course produced an asphalt concrete mix that did not exhibit satisfactory resistance to deformation from heavy loading. The majority of the rutting resulted from distortion of the 2" upper base lift. Heater planing is recommended as an interim corrective action. Further recommendation is to design for a 20-year alternative by removing 2-1/2" of material from the driving lane by milling and replacing with 2-1/2" of asphalt concrete with improved stability. This would be .followed by placing 1-1/2" of high quality resurfacing on the entire roadway. Other recommendations include improved density and stability requirements for asphalt concrete on high traffic roadways.

The work of Spanish men. A quantitative analysis based on census data, 1900-1970

This paper presents a historical examination of employment in old age in Spain, in order to characterize this labour segment and identify and analyse its specific problems. One of these problems is the life-cycle deskilling process, already shown for certain national cases. This study explores whether this hypothesis also holds in Spain. The perspective used is essentially quantitative, as our analysis is based on the age-profession tables in Spanish population censuses from 1900 to 1970.

The determinants of social spending in Spain (1880-1960): Is Lindert right?

[spa] El principal objetivo de este artículo se centra en analizar los orígenes del Estado de Bienestar en España a partir del marco teórico elaborado por Peter Lindert. Con este fin, se ofrece un análisis econométrico de los factores que determinaron la evolución del gasto social público en este país entre 1880 y 1960. Utilizando nueva evidencia cuantitativa, se construyó un panel de datos por quinquenios con el porcentaje de gasto social respecto al PIB desagregado en tres partidas: sanidad, seguridad social y beneficencia. El análisis permite insertar el caso español en el debate internacional y los resultados revelan interesantes singularidades de este país.

[9 phot. de Madagascar entre 1867 et 1900, 2 phot. par A. et G. Grandidier. Enregistré en 1970]

Comprend : Andakama sur le Mangoro, à 60 km à l'est de Tananarive. ; Femme Sakalava, vers Tulear. ; Sakalave. ; Forêt dans l'est de Madagascar. ; Sakalava from W.coast. ; VillageVangaindrano (sur le bord du Mananara) ; fort Merina (hova), côte sud-est. ; Campement du commandant Lyautey et le mien, aux environs de Fort Dauphin, en 1900. ; Madagascar : Imerina, charrue.

Mao, missä sä oot? : Kiinan kulttuurivallankumous Suomen 1960-luvun keskusteluissa

Summary: The discovery of Chairman Mao in Finland in the 1960s