Thin Bonded Overlay Evaluation, Construction Report, HR-559, 1999

In recent years, ultra-thin whitetopping (UTW) has evolved as a viable rehabilitation technique for deteriorated asphalt cement concrete (ACC) pavement. Numerous UTW projects have been constructed and tested, enabling researchers to identify key elements contributing to their successful performance. These elements include foundation support, the interface bonding condition, portland cement concrete (PCC) overlay thickness, synthetic fiber reinforcement usage, joint spacing, and joint sealing. The interface bonding condition is the most important of these elements. It enables the pavement to act as a composite structure, thus reducing tensile stresses and allowing an ultra-thin PCC overlay to perform as intended. Although the main factors affecting UTW performance have been identified in previous research, neither the impact that external variables have on the elements nor the element interaction have been thoroughly investigated. The objective of this research was to investigate the interface bonding condition between an ultra-thin PCC overlay and an ACC base over time, considering the previously mentioned variables. Laboratory testing and full scale field testing were planned to accomplish the research objective. Laboratory testing involved monitoring interface strains in fabricated PCC/ACC composite test beams subjected to either static or dynamic flexural loading. Variables investigated included ACC surface preparation, PCC thickness, and synthetic fiber reinforcement usage. Field testing involved monitoring PCC/ACC interface stains and temperatures, falling weight deflectometer (FWD) deflection responses, direct shear strengths, and distresses on a 7.2 mile Iowa Department of Transportation (Iowa DOT) UTW project (HR-559). The project was located on Iowa Highway 21 between Iowa Highway 212 and U.S. Highway 6 in Iowa County, near Belle Plaine, Iowa. Variables investigated included ACC surface preparation, PCC thickness, synthetic fiber reinforcement usage, joint spacing, and joint sealing. This report documents the planning, equipment selection, and construction of the project built in 1994.

El secreto de Vera Drake (2004) y Las Normas de la Casa de la Sidra (1999): el aborto en el cine y su utilización en la docencia

El Secreto de Vera Drake (2004) de Mike Leigh y de Las Normas de la Casa de la Sidra (1999) de Lasse Hallström presentan la interrupción voluntaria del embarazo y las circunstancias que la rodean en un total de diez abortos y un parto. El Secreto de Vera Drake nos muestra a una mujer de clase media-baja que"ayuda a chicas jóvenes" a poner fin a embarazos no deseados sin aceptar dinero a cambio. Su secreto se desvelará cuando una de las jóvenes a la que practicó un aborto sufre complicaciones y es condenada. Las Normas de la Casa de la Sidra presenta la historia de Homer Wells, un joven que nace y crece en un orfanato donde su responsable, el Dr. Larch, le enseña a asistir partos y a practicar abortos. Un día Homer siente la necesidad de volar libre fuera del orfanato e inicia un viaje que le acercará a otras realidades que le llevarán a reconsiderar su postura en contra del aborto. Ambas películas pueden ser un material útil para estudiar aspectos clínicos, éticos y sociodemográficos del aborto inducido en las enseñanzas de medicina, enfermería y matrona.

Effect of Waterproofing Admixture Ipanex on Concrete Durability (includes Addendum), MLR-98-2, 1999

The concrete admixture Ipanex (Registered trademark) manufactured by IPA Systems Inc. was submitted to the Iowa Department of Transportation (Iowa DOT) New Products Committee on April 15, 1998. The New Products Committee requested that the Iowa DOT Materials Laboratory evaluate the durability, corrosion inhibiting and concrete permeability reduction effects of this admixture. This report is intended to present the results of testing in Iowa DOT materials laboratories, review a Pennsylvania State University report, as well as review the IPA Systems Inc. marketing literature. The objective is to provide the New Products Committee with a recommendation concerning approval of this product based on the information gathered. The portland cement concrete admixture Ipanex (Registered trademark) did not show any significant benefit in terms of improvement in areas of permeability, chloride resistance and strength in the testing performed at the Iowa DOT. The literature and reports reviewed did not provide enough credible evidence to refute this conclusion. Additionally, the benefits ascribed to this product can be more economically achieved using other currently available products such as slag and silica fume. The recommendation is that this product not be approved for use on State projects in Iowa.

Seguiment temporal de la reserva marina de les Illes Medes. Informe anual. Any 1999

Aquesta Memòria constitueix la novena entrega, corresponent als resultatsobtinguts al llarg de 1999, dels treballs de seguiment que, des del 1990, ve efectuantl'equip del Departament d'Ecologia de la Universitat de Barcelona en laReserva Marina de les Illes Medes, en compliment dels imperatius que marca la Llei19/1990, de 10 de desembre del Parlament de Catalunya. L'objectiu d'aquesta Lleiés la conservació de la fauna i flora dels fons marins de les illes Medes, i el seu Plad'Usos estableix l'obligatorietat de realitzar estudis científics de monitorització que guiïn i avalin l'adequació de la gestió.

Refinement of Rapid PCC Coarse Aggregate Testing Program, HR-1071, 1999

The characterization and categorization of coarse aggregates for use in portland cement concrete (PCC) pavements is a highly refined process at the Iowa Department of Transportation. Over the past 10 to 15 years, much effort has been directed at pursuing direct testing schemes to supplement or replace existing physical testing schemes. Direct testing refers to the process of directly measuring the chemical and mineralogical properties of an aggregate and then attempting to correlate those measured properties to historical performance information (i.e., field service record). This is in contrast to indirect measurement techniques, which generally attempt to extrapolate the performance of laboratory test specimens to expected field performance. The purpose of this research project was to investigate and refine the use of direct testing methods, such as X-ray analysis techniques and thermal analysis techniques, to categorize carbonate aggregates for use in portland cement concrete. The results of this study indicated that the general testing methods that are currently used to obtain data for estimating service life tend to be very reliable and have good to excellent repeatability. Several changes in the current techniques were recommended to enhance the long-term reliability of the carbonate database. These changes can be summarized as follows: (a) Limits that are more stringent need to be set on the maximum particle size in the samples subjected to testing. This should help to improve the reliability of all three of the test methods studied during this project. (b) X-ray diffraction testing needs to be refined to incorporate the use of an internal standard. This will help to minimize the influence of sample positioning errors and it will also allow for the calculation of the concentration of the various minerals present in the samples. (c) Thermal analysis data needs to be corrected for moisture content and clay content prior to calculating the carbonate content of the sample.

Seguimiento de la Pradera de Posidonia oceanica de las Islas Medas. Ejercicio de 1999

Siguiendo la metodología de años anteriores(ver informes de seguimiento previos), durantelos meses de octubre a diciembre de 1999 setomaron una serie de medidas de vitalidad de lapradera de Posidonia oceanica de las islas Medes,así como de macrofauna asociada.Los resultados se presentan en las tablas quese adjuntan.No se han detectado cambios notables en losdescriptores de vitalidad de la planta (densidad ycobertura).No se han detectado inflorescencias.La población de erizos de la pradera se mantieneestable.Las nacras (Pinna cf. nobilis) han experimentadoun crecimiento significativo en anchura y enaltura, no habiéndose detectado ninguna mortalidaden la población estudiada en 1999. Se hanidentificado en el presente ejercicio tres individuosnuevos, de los que uno corresponde probablementea un recluta.Del seguimiento detallado del balizamientodel calvero se desprende que no hay cambiosimportantes en los límites de esta estructura

Seguiment temporal de la garota comuna Paracentrotus lividus en les Illes Medes. Exercici 1999

Podeu consultar l'Informe complet a: http://hdl.handle.net/2445/23667

Seguiment temporal de la gorgònia Paramuricea clavata de les Illes Medes. Exercici 1999

Podeu consultar l'Informe complet a: http://hdl.handle.net/2445/23667

Avaluació de la població de corall Corallium rubrum de les Illes Medes. Exercici 1999

Podeu consultar l'Informe complet a: http://hdl.handle.net/2445/23667

Avaluació de la població de llagostes Palinurus elephas de les Illes Medes. Exercici 1999

Podeu consultar l'Informe complet a: http://hdl.handle.net/2445/23667

Floods of July 19-25, 1999, in the Wapsipinicon and Cedar River Basins, Northeast Iowa, HR-140

Severe flooding occurred during July 19-25, 1999, in the Wapsipinicon and Cedar River Basins following two thunderstorms over northeast Iowa. During July 18-19, as much as 6 inches ofrainfall was centered over Cerro Gordo, Floyd, Mitchell, and Worth Counties. During July 20-21, a second storm occurred in which an additional rainfall of as much as 8 inches was centered over Chickasaw and Floyd Counties. The cumulative effect of the storms produced floods with new maximum peak discharges at the following streamflow-gaging stations: Wapsipinicon River near Tripoli, 19,400 cubic feet per second; Cedar River at Charles City, 31,200 cubic feet per second (recurrence interval about 90 years); Cedar River at Janesville, 42,200 cubic feet per second (recurrence interval about 80 years); and Flood Creek near Powersville, 19,000 cubic feet per second. Profiles of flood elevations for the July 1999 flood are presented in this report for selected reaches along the Wapsipinicon, Cedar, and Shell Rock Rivers and along Flood Creek. Information about the river basins, rain storms, and flooding are presented along with information on temporary bench marks and reference points in the Wapsipinicon and Cedar River Basins.

Floods of May 17-20, 1999, in the Volga and Wapsipinicon River Basins, Northeast Iowa, HR-140

Record flooding occurred May 17-20, 1999, in the Volga and Wapsipinicon River Basins following thunderstorm activity over northeast Iowa. On Sunday, May 16, between 6 and 8 inches of rain fell during a 24- hour period over portions of Bremer, Butler, and Fayette Counties. Highest rainfall during this 24-hour period was 8.3 inches recorded north of Oelwein in southwest Fayette County. A peak discharge of 29,800 cubic feet per second in the Volga River at Mederville, 53,900 cubic feet per second in the Turkey River at Garber, and 31, 100 cubic feet per second in the Wapsipinicon River at Independence set new peak discharge records. The peak discharge at Garber was greater than a theoretical 500-year flood, and the peak discharge at Independence was the equivalent of a 90- year flood. Information about the basins, rain storms, flooding, and a profile of high water marks are presented for selected intervals along the Volga River, Wapsipinicon River, Crane Creek, Little Wapsipinicon River, and Otter Creek.

Privatization of Retail Liquor Sales in Iowa, July 16, 1999

In January 1987, when it became apparent that the Legislature did not intend to further debate the merits of retail liquor store privatization, the Iowa Alcoholic Beverages Division had only from mid-January to March 1st, to plan for the conversion fro state liquor stores to private licensed liquor retailers. A longer lead time would have effected a much smoother transition, with fewer errors. It also would have been more successful had the Alcoholic Beverages Division been able to provide input in the writing of the legislation. Many problems could have been avoided. However, any statements made by the Alcoholic Beverages Division were treated only as being self-serving and were largely ignored. Overall, privatization was a good idea and has been a financial success as well.

Wien, Cambridge, Königsberg: filosofisia tapahtumia 1929-1930

Kirjoittaja on Oulun yliopiston aatehistorian professori. Kirjoittajalta on aiemmin julkaistu Tieteessä tapahtuu -lehdessä Wienin piiriä sivuavat artikkelit "Eino Kaila ja tie Wienin piiriin" (TT 2/ 2002), "Kaila ja kahden tunnistamistavan ero" (TT 4/2002), "Realisti Wienin piirin väittelyissä" (TT 7/2002) ja "Positivismin kriitikosta positivistiksi"(TT 8/2002).