Evaluation of the Duggan Test for Concretes Made of Different Types of Cements, MLR-97-8, 2000

In searching for simple and reliable test methods to evaluate the quality of Iowa portland cement concrete (PCC) pavements, the Duggan test was conducted for concretes made of twenty-six types of cements in this laboratory research. The influence of some factors, such as chemical composition and type of cements, use of air-entraining agent and water reducer, and water to cement ratio, on the result of the Duggan test was examined. It was found that the expansion increases with increasing values of potassium alkali (K2O) and sulfur trioxide (SO3) in cements. It was also found that the Type I cements generally produce higher expansion than the Type II, IP and IS cements. Since it is difficult to identify the major mechanism leading to the expansion observed in the Duggan test, more studies are certainly needed before it can be used as a reliable test method for evaluating the service life of concrete pavement.

Seguiment temporal de l'àrea marina protegida de les Illes Medes. Informe anual. Any 2000

Aquesta Memòria constitueix la desena remesa, corresponent als resultats obtinguts en 2000, dels treballs de seguiment que, des del 1990, ve efectuant l'equip del Departament d'Ecologia en la Reserva Marina de les Illes Medes per encàrrec del Departament d'Agricultura, Ramaderia i Pesca (de 1990 a 1998) i del Departament de Medi Ambient (des de 1999) en compliment dels imperatius que marca la Llei 19/1990, de 10 de desembre del Parlament de Catalunya. L'objectiu de dita Llei és la conservació de la fauna i flora dels fons marins de les illes Medes, i el seu Pla d'Usos estableix l'obligatorietat de realitzar estudis científics de monitoritzacióque guiïn i avalin l'adequació de la gestió.

Eläinlääkkeiden haittavaikutusilmoitukset vuosina 2000 ja 2001 : koirien reaktioita ilmoitetaan eniten

Summary

Avaluació de l'impacte de l'expoli de corall vermell (Corallium rubrum) de la zona protegida de les Illes Medes detectat durant l'hivern de 2000

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

Cens de la població nidificant del Gavià de potes grogues (Larus cachinnans) a l'arxipèlag de les Illes Medes durant l'any 2000

Podeu consultar l'Informe complet a: http://hdl.handle.net/2445/23669

Cens de la colònia d'Ardèids de les Illes Medes a l'any 2000

Podeu consultar l'Informe complet a: http://hdl.handle.net/2445/23669

Seguimiento de la pradera de Posidonia oceanica de les Islas Medes. Ejercicio 2000

Siguiendo la metodología de años anteriores(ver informes de seguimiento previos), durante los meses de noviembre y diciembre de 2000 se tomaron una serie de medidas de vitalidad de la pradera de Posidonia ceanica de las islas Medes, así como de macrofauna asociada.Los resultados se presentan en las tablas que se adjuntan.Los valores de densidad parecen disminuir enla mayor parte de las estaciones, salvo en la de 6.5 metros. Esta disminución entra dentro de la amplitud de las oscilaciones detectadas en años anteriores, por lo que no se considera alarmante, al menos mientras la tendencia a la baja no se mantenga en años sucesivos. El descenso más notable se ha detectado en la estación de 5 metros; en esta profundidad se van a hacer algunasmedidas complementarias para corroborar (o, en su caso, descartar) los bajos valores de este año. Por otra parte, la cobertura parece mantenerse o aumentar, por lo que el diagnóstico general sobre la pradera es de estabilidad, en términos generales y siempre a la espera de lo que pudiera suceder en próximos ejercicios. No se han detectado inflorescencias. La población de erizos de la pradera se mantiene estable, pues si bien se han detectado una disminución de la entidad en la estación de 5 metros, dicha densidad ha aumentado a 6.5 metros, por lo que los cambios observados hay que atribuirlos, probablemente, a desplazamientoshorizontales de los indivisuos más que a cambios en el tamaño de la población.Por problemas logísticos (mal tiempo) no hapodido hacerse el seguimiento de las nacras ni del calvero. Dicho seguimiento se hará durante el mes de enero, y sus resultados se incluirán en el informe del ejercicio del 2001.

Seguiment temporal de la garota comuna Paracentrotus Lividus en les Illes Medes. Exercici 2000

Podeu consultar l'Informe complet a: http://hdl.handle.net/2445/23669

Seguiment temporal de la gorgònia Paramuricea Clavata de les Illes Medes. Exercici 2000

Podeu consultar l'Informe complet a: http://hdl.handle.net/2445/23669

Avaluació de la població de corall Corallium Rubrum de les Illes Medes. Exercici 2000

Podeu consultar l'Informe complet a: http://hdl.handle.net/2445/23669

Avaluació de la població de llagostes (Palinurus Elephas) de les Illes Medes. Exercici 2000

Podeu consultar l'Informe complet a: http://hdl.handle.net/2445/23669

Seguiment de la població de meros (Epinephelus Marginatus) i d'altres espècies vulnerables de les illes medes i la costa veïna parcialment protegida (1991-2000)

Podeu consultar l'Informe complet a: http://hdl.handle.net/2445/23669

Investigation of Two Bridge Alternatives for Low Volume Roads - Phase II Volume 2 of 2, Concept 2: Beam in Slab Bridge, TR-410, 2000

This project continues the research which addresses the numerous bridge problems on the Iowa secondary road system. It is a continuation (Phase 2) of Project HR-382, in which two replacement alternatives (Concept 1: Steel Beam Precast Units and Concept 2: Modification of the Benton County Beam-in-Slab Bridge) were investigated. In previous research for concept 1, a precast unit bridge was developed through laboratory testing. The steel-beam precast unit bridge requires the fabrication of precast double-tee (PCDT) units, each consisting of two steel beams connected by a reinforced concrete deck. The weight of each PCDT unit is minimized by limiting the deck thickness to 4 in., which permits the units to be constructed off-site and then transported to the bridge site. The number of units required is a function of the width of bridge desired. Once the PCDT units are connected, a cast-in-place reinforced concrete deck is cast over the PCDT units and the bridge railing attached. Since the steel beam PCDT unit bridge design is intended primarily for use on low-volume roads, used steel beams can be utilized for a significant cost savings. In previous research for concept 2, an alternate shear connector (ASC) was developed and subjected to static loading. In this investigation, the ASC was subjected to cyclic loading in both pushout specimens and composite beam tests. Based on these tests, the fatigue strength of the ASC was determined to be significantly greater than that required in typical low volume road single span bridges. Based upon the construction and service load testing, the steel-beam precast unit bridge was successfully shown to be a viable low volume road bridge alternative. The construction process utilized standard methods resulting in a simple system that can be completed with a limited staff. Results from the service load tests indicated adequate strength for all legal loads. An inspection of the bridge one year after its construction revealed no change in the bridge's performance. Each of the systems previously described are relatively easy to construct. Use of the ASC rather than the welded studs significantly simplified the work, equipment, and materials required to develop composite action between the steel beams and the concrete deck.

Impact of Deck Cracking on Durability, TR-405, 2000

Concrete bridge decks subjected to corrosive environment because of the application of de-icing chemical could deteriorate at a rapid rate. In an effort to minimize corrosion of the reinforcement and the corresponding delaminations and spalls, the Iowa Department of Transportation started using epoxy-coated rebars (ECR) in the top mat of reinforcing around 1976 and in both mats 10 years later. The overall objective of this research was to determine the impact of deck cracking on durability and estimate the remaining functional service life of a bridge deck. This was accomplished by conducting a literature review, visually inspecting several bridge decks, collecting and sampling test cores from cracked and uncracked areas of bridge decks, determining the extent to which epoxy-coated rebars deteriorate at the site of cracks, and evaluating the impact of cracking on service life.