Eighth Report of the Iowa Library Commission for the Biannual Period July 1, 1914 to June 30, 1916

1914-1916 Iowa Library Commission Report made to the Governor of Iowa.

[Dépôt de gerbes de fleurs en l'honneur des morts de la guerre 1914-1918, au pied du cénotaphe sous l'arc de triomphe de l'Etoile, 13 juillet 1919] : [photographie de presse] / [Agence Rol]

Référence bibliographique : Rol, 54889

[28-9-19, Hôtel des Invalides, Paris, plaque commémorative en l'honneur des volontaires étrangers de 1914] : [photographie de presse] / [Agence Rol]

Référence bibliographique : Rol, 56098

M. Deschanel à Dinant [cérémonie en souvenir du sac de Dinant le 23 août 1914] : [photographie de presse] / [Agence Rol]

Référence bibliographique : Rol, 55706

Ville, tourisme et transport : la Compagnie du chemin de fer Lausanne-Ouchy (1869-1914)

Inauguré le 16 mars 1877, le chemin de fer entre Lausanne et le petit port touristique d'Ouchy constitue une entreprise aux dimensions techniques et financières pharaoniques. Premier funiculaire à câble de Suisse, le Lausanne-Ouchy est aussi le premier au monde à être équipé d'un système de traction hydraulique. L'objectif de cette contribution n'est toutefois pas d'analyser les conditions de réalisation de cet exploit technologique, mais la naissance et l'évolution d'une compagnie de transport étroitement liée à l'établissement du système touristique lausannois. La demande de mobilité créée par l'afflux d'étrangers et l'apport des milieux touristiques au capital sont en effet indispensables à la création et à la survie de l'entreprise, dont la santé financière reste longtemps problématique. En retour, le funiculaire modifie le système de transport régional et national, donnant d'importantes impulsions au développement touristique.

Field Testing of Integral Abutments, Interim Report, HR-399, 1998

Integral abutment bridges are constructed without an expansion joint in the superstructure of the bridge; therefore, the bridge girders, deck, abutment diaphragms, and abutments are monolithically constructed. The abutment piles in an integral abutment bridge are vertically orientated, and they are embedded into the pile cap. When this type of a bridge experiences thermal expansion or contraction, horizontal displacements are induced at the top of the abutment piles. The flexibility of the abutment piles eliminates the need to provide an expansion joint at the inside face to the abutments: Integral abutment bridge construction has been used in Iowa and other states for many years. This research is evaluating the performance of integral abutment bridges by investigating thermally induced displacements, strains, and temperatures in two Iowa bridges. Each bridge has a skewed alignment, contains five prestressed concrete girders that support a 30-ft wide roadway for three spans, and involves a water crossing. The bridges will be monitored for about two years. For each bridge, an instrumentation package includes measurement devices and hardware and software support systems. The measurement devices are displacement transducers, strain gages, and thermocouples. The hardware and software systems include a data-logger; multiplexers; directline telephone service and computer terminal modem; direct-line electrical power; lap-top computer; and an assortment of computer programs for monitoring, transmitting, and management of the data. Instrumentation has been installed on a bridge located in Guthrie County, and similar instrumentation is currently being installed on a bridge located in Story County. Preliminary test results for the bridge located in Guthrie County have revealed that temperature changes of the bridge deck and girders induce both longitudinal and transverse displacements of the abutments and significant flexural strains in the abutment piles. For an average temperature range of 73° F for the superstructure concrete in the bridge located in Guthrie County, the change in the bridge length was about 1 118 in. and the maximum, strong-axis, flexural-strain range for one of the abutment piles was about 400 micro-strains, which corresponds to a stress range of about 11,600 psi.

Demonstration and Field Evaluation of Alternative Portland Cement Concrete Pavement Reinforcement Materials, Construction Report, HR-1069, 1998

The function of dowel bars is the transfer of a load across the transverse joint from one pavement slab to the adjoining slab. In the past, these transfer mechanisms have been made of steel. However, pavement damage such as loss of bonding, deterioration, hollowing, cracking and spalling start to occur when the dowels begin to corrode. A significant amount of research has been done to evaluate alternative types of materials for use in the reinforcement of concrete pavements. Initial findings have indicated that stainless steel and fiber composite materials possess properties, such as flexural strength and corrosion resistance, that are equivalent to the Department of Transportation specifications for standard steel, 1 1/2 inch diameter dowel bars. Several factors affect the load transfer of dowels; these include diameter, alignment, grouting, bonding, spacing, corrosion resistance, joint spacing, slab thickness and dowel embedment length. This research is directed at the analysis of load transfer based on material type and dowel spacing. Specifically, this research is directed at analyzing the load transfer characteristics of: (a) 8-inch verses 12-inch spacing, and (b) alternative dowel material compared to epoxy coated steel dowels, will also be analyzed. This report documents the installation of the test sections, placed in 1997. Dowel material type and location are identified. Construction observations and limitations with each dowel material are shown.

Improved Employment Data for Transportation Planning, 1998

Transportation planners typically use census data or small sample surveys to help estimate work trips in metropolitan areas. Census data are cheap to use but are only collected every 10 years and may not provide the answers that a planner is seeking. On the other hand, small sample survey data are fresh but can be very expensive to collect. This project involved using database and geographic information systems (GIS) technology to relate several administrative data sources that are not usually employed by transportation planners. These data sources included data collected by state agencies for unemployment insurance purposes and for drivers licensing. Together, these data sources could allow better estimates of the following information for a metropolitan area or planning region: · Locations of employers (work sites); · Locations of employees; · Travel flows between employees’ homes and their work locations. The required new employment database was created for a large, multi-county region in central Iowa. When evaluated against the estimates of a metropolitan planning organization, the new database did allow for a one to four percent improvement in estimates over the traditional approach. While this does not sound highly significant, the approach using improved employment data to synthesize home-based work (HBW) trip tables was particularly beneficial in improving estimated traffic on high-capacity routes. These are precisely the routes that transportation planners are most interested in modeling accurately. Therefore, the concept of using improved employment data for transportation planning was considered valuable and worthy of follow-up research.

GIS-Based Accident Location and Analysis System (GIS-ALAS) Project Report: Phase 1, 1998

This report summarizes progress made in Phase 1 of the GIS-based Accident Location and Analysis System (GIS-ALAS) project. The GIS-ALAS project builds on several longstanding efforts by the Iowa Department of Transportation (DOT), law enforcement agencies, Iowa State University, and several other entities to create a locationally-referenced highway accident database for Iowa. Most notable of these efforts is the Iowa DOT’s development of a PC-based accident location and analysis system (PC-ALAS), a system that has been well received by users since it was introduced in 1989. With its pull-down menu structure, PC-ALAS is more portable and user-friendly than its mainframe predecessor. Users can obtain accident statistics for locations during specified time periods. Searches may be refined to identify accidents of specific types or involving drivers with certain characteristics. Output can be viewed on a computer screen, sent to a file, or printed using pre-defined formats.

Multimodal Investment Analysis Methodology, Phase One: The Conceptual Model, 1998

The purpose of this project is to develop an investment analysis model that integrates the capabilities of four types of analysis for use in evaluating interurban transportation system improvements. The project will also explore the use of new data warehousing and mining techniques to design the types of databases required for supporting such a comprehensive transportation model. The project consists of four phases. The first phase, which is documented in this report, involves development of the conceptual foundation for the model. Prior research is reviewed in Chapter 1, which is composed of three major sections providing demand modeling background information for passenger transportation, transportation of freight (manufactured products and supplies), and transportation of natural resources and agricultural commodities. Material from the literature on geographic information systems makes up Chapter 2. Database models for the national and regional economies and for the transportation and logistics network are conceptualized in Chapter 3. Demand forecasting of transportation service requirements is introduced in Chapter 4, with separate sections for passenger transportation, freight transportation, and transportation of natural resources and commodities. Characteristics and capacities of the different modes, modal choices, and route assignments are discussed in Chapter 5. Chapter 6 concludes with a general discussion of the economic impacts and feedback of multimodal transportation activities and facilities.

[4 lettres autographes signées d'Alfred Bruneau à Maurice Donnay, 1914-1921]

Au sujet du "Roi Candaule" : craint de ne pouvoir achever l'instrumentation dans les délai fixé s'il lui faut reconstruire un acte entier : "N'y aurait-il pas un moyen d'ajouter au quatre, après le grand ensemble et sans rien y changer ce que vous voulez faire dire au Roi - ce serait en ce cas assez bref - et amener là les danses et les chants de la Résurrection d'Atys pour lesquels la nuit n'est point indispensable." (30 juin 1914) L'informe également que la lettre de Carré est une "excellente amorce pour Candaule" et qu'il faudrait agir dès le retour de Donnay : "les réceptions vont être innombrables à l'Opéra Comique et il ne faudrait pas que février nous devançât" (25 octobre 1918). Lui fixe un rendez-vous pour la lecture du livret au vendredi 20 juin 1919. (16 juin 1919) Évoque un autre projet avec son librettiste : "Avec quelle joie je commencerai la partition de ce "Jean-Jacques" auquel je ne cesse de penser et qui me passionne de plus en plus. Je vous devrai encore de belles heures." (27 juillet 1921)