Feasibility Study of Strengthening Existing Single Span Steel Beam Concrete Deck Bridges, June 1961

Iowa has the same problem that confronts most states in the United States: many bridges constructed more than 20 years ago either have deteriorated to the point that they are inadequate for original design loads or have been rendered inadequate by changes in design/maintenance standards or design loads. Inadequate bridges require either strengthening or posting for reduced loads. A sizeable number of single span, composite concrete deck - steel I beam bridges in Iowa currently cannot be rated to carry today's design loads. Various methods for strengthening the unsafe bridges have been proposed and some methods have been tried. No method appears to be as economical and promising as strengthening by post-tensioning of the steel beams. At the time this research study was begun, the feasibility of posttensioning existing composite bridges was unknown. As one would expect, the design of a bridge-strengthening scheme utilizing post-tensioning is quite complex. The design involves composite construction stressed in an abnormal manner (possible tension in the deck slab), consideration of different sizes of exterior and interior beams, cover-plated beams already designed for maximum moment at midspan and at plate cut-off points, complex live load distribution, and distribution of post-tensioningforces and moments among the bridge beams. Although information is available on many of these topics, there is miminal information on several of them and no information available on the total design problem. This study, therefore, is an effort to gather some of the missing information, primarily through testing a half-size bridge model and thus determining the feasibility of strengthening composite bridges by post-tensioning. Based on the results of this study, the authors anticipate that a second phase of the study will be undertaken and directed toward strengthening of one or more prototype bridges in Iowa.

Cultura obrera y prensa anarquista: radiografia de Guerra di Classe, plataforma de los anarquistas italianos durante la Guerra Civil en Catalunya, 1936-1938

Giovanni C. Cattini is a young historian who offers an itemized study on Berneri's Guerra di Classe: he refers the first moments and also the definitive crisis of this newspaper after Berneri¿s assassination in May 1937. This is not the first work devoted to this militant platform has been annalysed but Cattini's approach observes not only the ideological and political contest maintained with other sectors of the libertarian movement but the contrived militant tools that have allowed its existance during the Spanish Civil War.

Cultura obrera y prensa anarquista: radiografia de Guerra di Classe, plataforma de los anarquistas italianos durante la Guerra Civil en Catalunya, 1936-1938

Giovanni C. Cattini is a young historian who offers an itemized study on Berneri's Guerra di Classe: he refers the first moments and also the definitive crisis of this newspaper after Berneri¿s assassination in May 1937. This is not the first work devoted to this militant platform has been annalysed but Cattini's approach observes not only the ideological and political contest maintained with other sectors of the libertarian movement but the contrived militant tools that have allowed its existance during the Spanish Civil War.

Una visió de la Guerra de Successió des de l'exili: el 'Teatro de desdichas' (Milà, 1716)

El 1716 es publicà a Milà un text que fa una àmplia justificació històrica i política de la causa de Carles III d'Àustria a la Guerra de Successió d'Espanya (1702-1715). L'obra, de dimensions considerables (72 pàgines), va ser redactada per un eclesiàstic castellà que participà a la defensa de Barcelona durant el darrer setge i que va ser desterrat a Itàlia per les noves autoritats borbòniques. L'article analitza algunes de les idees centrals del text, com ara: l'oposició a la tirania borbònica i la defensa d'una monarquia moderada; la identificació de l'entronització de Felip V com el trencament de l'equilibri europeu i el punt culminant de la decadència d'Espanya; la denúncia de la traïció dels aliats; la vindicació de l'austriacisme castellà i la crítica al borbonisme d'alguns sectors catalans; i la descripció de la repressió i de l'exili.

La depuración del personal del Museo Arqueológico de Barcelona y del Servicio de Investigaciones Arqueológicas después de la Guerra Civil (1939-1941)

Al finalizar la Guerra Civil española (1936-1939), el personal del Museu d' Arqueologia y de la Secció d'Excavacions i Arqueologia del Servei del Patrimoni Artístic, Historic i Científic (SPAHC) de la suprimida Generalitat de Catalunya fue sometido a depuración por parte del Juzgado Militar Especial de Funcionarios de la Diputación Provincial de Barcelona. La llegada como nuevo director de Martín Almagro Basch, en substitución del exiliado Pere Bosch Gimpera, y el resultado de la reorganización subsiguiente marcaron el desarrollo de la investigación arqueológica en Cataluña hasta finales de la década de 1960.

La mortalité par tumeur maligne chez les ouvriers d'une fabrique de caoutchouc en Suisse: étude épidémiologique, 1955-1975. [Cancer mortality among the workers of a Swiss rubber goods factory. Epidemiological study, 1955-75].

In an epidemiologic investigation of mortality among workers in a Swiss rubber-goods factory the cancer mortality in the period 1955-1975 has been studied in all male workers active on 1 January 1955 in (a) a rubber-goods factory and (b) a munitions factory, the latter as reference population. The two groups numbered some 1000 each. Both factories were located in the same Central Swiss village where no other industry was present. Mortality in each industry is compared with that in the Swiss population in general (SMR) and the mortalities of the two industries are compared with each other. The results tend to confirm that rubber workers are exposed to a higher risk of cancer mortality. Three particular types of cancer are briefly discussed: cancer of the stomach, of the lower urinary tract, and glioblastoma.

Rene Molinier (Paris 1 juny 1899 - Marsella 20 juny 1975)

Fili de pares occitans, nasqué accidentalment a Paris i passa la infantesa a Algeria, on el seu pare era funcionari. Feu estudis a l'escola normal de Tolosa de Llenguadoc i exerci com a mestre. Més tard fou professor a l'Escola Primària Superior Professional de Rodez. En aquesta situació prepara la llicenciatura en ciències naturals a la Universität de Tolosa. El 1946 entra com a encarregat de curs a la Universität de Marsella, de la qual esdevingué professor titular el 1958. Ensenyà en aquesta Universität fins a la jubilació, l'any 1969.

The role of presidential advisory systems in US foreign policy-making : the case of the National Security Council and Vietnam, 1953-1961

Doctoral dissertation, University of Joensuu

PC Concrete Texturing, R-246, 1975

Skid resistance is a major concern of the safety engineer since wet pavement conditions are present for approximately 18% of the total accidents in Iowa according to studies by the Traffic and Safety Department. Many of these accidents may be influenced by the low skid resistant quality of the pavement. The size, shape, type, and arrangement of the concrete's particles interrelate with each other in a complex manner to give us frictional resistance. The purpose of this investigation was to determine which method of texturing provides the best skid resistance properties on portland cement concrete pavement.

Evaluation of the Argentine Nondestructive Test for Determining Concrete Compressive Strength, R-269 and MLR-75-2, 1975

The compressive strength of concrete is an important factor in the design of concrete structures and pavements. To assure the quality of the concrete placed at the project, concrete compressive cylinders are made at the jobsite. These cylinders undergo a destructive test to determine their compressive strength. However, the determination of concrete compressive strength of the concrete actually in the structure or pavement is frequently desirable. For this reason, a nondestructive test of the concrete is required. A nondestructive test of concrete compressive strength should be economical, easily performed by field personnel, and capable of producing accurate, reproducible results. The nondestructive test should be capable of detecting the extent of poor concrete in a pavement or structure due to improper handling, placement, or variations in mixing or materials.

An Investigation of Concrete Setting Time, R-265 (MLR-75-4), 1975

A water reducing and retarding type admixture in concrete is commonly used on continuous bridge deck pours in Iowa. The concrete placed in the negative moment areas must remain plastic until all the dead load deflection due to the new deck's weight occurs. If the concrete does not remain plastic until the total deflection has occurred, structural cracks will develop in these areas. Retarding type admixtures will delay the setting time of concrete and prevent structural cracks if added in the proper amounts. In Section 2412.02 of the Standard Specifications, 1972, Iowa State Highway Commission, it states, "The admixture shall be used in amounts recommended by the manufacturer for conditions which prevail on the project and as approved by the engineer." The conditions which prevail on the project depend on temperature, humidity, wind conditions, etc. Each of these factors will affect the setting rate of the plastic concrete. The purpose of this project is to provide data that will be useful to field personnel concerning the retardation of concrete setting times, and how the of sets will vary with different addition rates and curing temperatures holding all other atmospheric variables constant.