A Sufficiency Rating System for Secondary Roads in Iowa, HR-264, Volume II, 1985

The goal of this study is to develop a usable sufficiency rating system for secondary roads. There are several assumptions that have been made at the outset. These are: 1. County engineers currently use at least a limited set of decision criteria to make decisions regarding project priorities. 2. Some degree of consensus exists among the county engineers in terms of which are the most important criteria and that there is some agreement on their relative importance. Accordingly, a questionnaire was developed which could be used as a survey tool. The results of the survey were used to develop a final list of weighted rating elements which were used as part of the proposed sufficiency rating system. State and local jurisdictions from other states were also surveyed to determine the status of the use of sufficiency rating systems for secondary roads outside of Iowa and to gather some applicable data.

Engineering Study for the Evaluation of Public Road Administration and Maintenance Alternatives, HR-265, 1985

Iowa's public road system of 112,000 miles is one of the largest and the best in the nation. It represents a considerable financial investment of taxpayer revenues over the years. And, it requires a sustained investment to preserve an economical level of transport service into the future. In 1982, a Governor's Blue Ribbon Transportation Task Force evaluated the effectiveness of Iowa's entire transportation system. Four important Task Force recommendations dealt with public road administrative issues in Iowa. These issues were related to: (1) Design criteria and levels of maintenance; (2) Consistency in the use of standards among jurisdictions; (3) Consolidation of maintenance operations at one jurisdiction level; and (4) Jurisdicational authority for roads; The issues formed the background for Research Project HR-265.

Data Acquisition and Computer Plotting of Delamtect Data, HR-269, 1985

The overall system is designed to permit automatic collection of delamination field data for bridge decks. In addition to measuring and recording the data in the field, the system provides for transferring the recorded data to a personal computer for processing and plotting. This permits rapid turnaround from data collection to a finished plot of the results in a fraction of the time previously required for manual analysis of the analog data captured on a strip chart recorder. In normal operation the Delamtect provides an analog voltage for each of two channels which is proportional to the extent of any delamination. These voltages are recorded on a strip chart for later visual analysis. An event marker voltage, produced by a momentary push button on the handle, is also provided by the Delamtect and recorded on a third channel of the analog recorder.

Asphalt Emulsions for Highway Construction, HR-216, 1985

A 5.8 mile section of Dubuque County (Iowa) Road D-53 was selected for this project, the objective of which were to: 1. identify a cost effective asphalt emulsion bound macadam typical cross section; 2. determine the effectiveness of engineering fabric placed under macadam roadbeds; and 3. evalaute the use of emulsions in surface seal coats. A number of conclusions were reached: 1. The minus #200 sieve material for the macadam stone should be held to a minimum. For the emulsion used on this project, the minus #200 material had less than 4 percent to achieve satisfactory coating of the macadam stone. 2. The placement of the emulsion treated macadam required no additional equipment or time than the plain macadam placement. 3. Emulsion treating the macadam stone for the shoulder base appears unnecessary. 4. The emulsion treated macadam base beneath an asphaltic concrete wearing surface yielded a higher structural rating than the plain macadam beneath a comparable ashaltic concrete surface. 5. The performance of the fabric between the subgrade and the macadam base to prevent soil intrusion into the base could not be determined by the non-destructive testing conducted. 6. When no choke stone is used over the macadam base, allowance for ac mix overrun should be made. 7. Use of an emulsion instead of a cutback asphalt saved money and energy. However, the poor performance of the seal coat negated any real savings.

Evaluación del proyecto de "mejora de la calidad educativa mediante la incorporación del enfoque de género" en escuelas de República Dominicana: resultados de su impacto

El presente artículo se centra en los resultados obtenidos con el proyecto "Mejora de la calidad educativa mediante la incorporación del Enfoque de Género" realizado en las provincias de "Independencia" y "Elías Piña" de República Dominicana. El proyecto ha consistido en la puesta en práctica de una propuesta pedagógica que recoge actividades formativas y organizativas -talleres, elaboración de materiales, convivencias recreativas, etc.- dirigidas a profesorado, alumnado y familias de las escuelas seleccionadas para cada una de las dos zonas. El artículo se estructura en torno a tres partes. En la primera se describe brevemente el contenido del proyecto realizado a lo largo de sus dos años de ejecución, en la segunda se expone el diseño y el proceso de evaluación del proyecto y, en la tercera, se presentan los resultados del impacto del proyecto en los tres colectivos seis meses después de su finalización.

Evaluación del proyecto de "mejora de la calidad educativa mediante la incorporación del enfoque de género" en escuelas de República Dominicana: resultados de su impacto

El presente artículo se centra en los resultados obtenidos con el proyecto "Mejora de la calidad educativa mediante la incorporación del Enfoque de Género" realizado en las provincias de "Independencia" y "Elías Piña" de República Dominicana. El proyecto ha consistido en la puesta en práctica de una propuesta pedagógica que recoge actividades formativas y organizativas -talleres, elaboración de materiales, convivencias recreativas, etc.- dirigidas a profesorado, alumnado y familias de las escuelas seleccionadas para cada una de las dos zonas. El artículo se estructura en torno a tres partes. En la primera se describe brevemente el contenido del proyecto realizado a lo largo de sus dos años de ejecución, en la segunda se expone el diseño y el proceso de evaluación del proyecto y, en la tercera, se presentan los resultados del impacto del proyecto en los tres colectivos seis meses después de su finalización.

Comparison of Various Commercial Hydrated Limes for Reducing Soil Plasticity, HR-82 and HR-106, 1964

Atterberg limits tests were performed on mixtures of gumbotil soil and the various chief chemical compounds found in hydrated limes. The results were then checked with commercial hydrated limes of varying chemical compositions. Results indicate that among the major constituents of hydrated limes Ca(OH)2 is most effective in reducing soil plasticity. MgO shows a moderate effect, but Mg(OH)2 and CaCO3 show practically no effect. There is, however, practically no difference between different types or between the same type of commercial hydrated limes for the reduction of soil plasticity. The choice of lime for soil-lime stabilization should, therefore, be dictated by the relative price and pozzolanic strength characteristics of the lime.

Clay Mineralogy of a Gumbotil, HR-106, 1964

Investigation of the clay minerals in a gumbotil associated with the Mahaska soil series in Keokuk County, Iowa, indicates that the principal clay mineral is a dioctahedral calcium montmorillonite. Other clay minerals present in this gumbotil are kaolinite and mica, although they are in much smaller percentages. The investigation also pointed out difficulties involved in analyzing this type of soil by standard X-ray procedures and the complications introduced in the analysis of soil samples with high iron content utilizing standard accepted diffraction techniques.

Modification of Ca-Montmorillonite by Low-Temperature Heat Treatment, HR-106, 1964

Objectives of this investigation were to measure the effects of moderate heat treatments (below the dehydroxylation temperature) on physical and chemical properties of a calcium-montmorillonite clay. Previous workers have noted the reduction in cation exchange capacity and swelling property after heating in the range 200 to 400°C, and have suggested several possible explanations, such as hysteresis effect, increased inter-layer attractions due to removal of inter-layer water, or changes in the disposition of inter-layer or layer surface ions. The liquid limits of Ca-montmorillonite were steadily decreased with increased temperature of treatment, levelling at about 450°C. The plastic limit decreased slightly up to 350°C, above which samples could no longer be rolled into threads. The gradual change is in contrast with sudden major changes noted for weight loss (maximum rates of change at l00°C and 500°C), glycol retention surface area (520°C), and d001 diffraction peak intensity (17.7 A spacing) and breadth after glycolation (530°C). Other properties showing more gradual reductions with heat treatment were amount of exchangeable calcium (without water soaking), cation exchange capacity by NH4AC method, and d001 intensity (21 A spacing) after storing at 100% r.h. one month and re-wetting with water. Previous water soaking allowed much greater release of fixed Ca++ up to 450°C. Similar results were obtained with cation exchange capacities when samples were treated with N CaCl2 solution. The 21.0 A peak intensity curve showed close similarity to the liquid limit and plastic index curves in the low temperature range, and an explanation is suggested.

L’estatge infralitoral de la costa del Montgrí i les illes Medes: comunitats algals i poblacions de garotes

Les algues són els organismes que dominen la majoria de paisatges submarins bentònics. De fet, les algues són presents a totes les comunitats bentòniques del nostre litoral, des de la superfície del mar finsa fondàries que poden superar els 100 metres. Tot i que agrupem les algues en un gran grup genèric, es tracta en realitat d’un conjunt molt heterogeni, amb una gran quantitat d’espècies que tenen característiques molt diferents entre elles, amb requeriments fisiològics i resposta a les condicions ambientals tambédiferents i que condicionen la seva distribució. Així, cada espècie s’ha adaptat a viure en un ambient amb unes condicions determinades d’il·luminació, hidrodinamisme i disponibilitat de nutrients, tipus desubstrat o temperatura (Ollivier, 1929; Feldmann, 1937; Péres i Picard, 1964; Riedl, 1966; Ros et al., 1985). Com a resultat d’aquesta sèrie de factors ambientals, que segueixen essencialment un gradient batimètric, podem observar una marcada zonació, de forma que cada espècie o comunitat només és present enun rang de profunditats determinat. D’aquesta forma, en el litoral marí trobem un paisatge organitzat en bandes horitzontals; aquestes bandes poden assimilar-se a diferents tipus de comunitats.

Iowa Transportation Laws, HR-234, 1985

Research project HR-234 was sponsored by the Iowa Highway Research Board and the Iowa Department of Transportation. In the preparation of this compilation of highway and street laws of Iowa, an attempt has been made to include those sections of the Code to which reference is frequently required by the Department of Transportation, counties, cities and towns in their conduct of highway and street administration, construction and maintenance. Because of the broad scope of highway and street work and the many interrelated provisions of Iowa law, and in the interests of keeping this volume in a convenient and usable size, some Code provisions which have some bearing on the principal subject were of necessity omitted. The volume has been compiled in loose leaf form with the expectation that periodic updates will keep the reader informed regarding changes in the law and/or new laws. A general index is provided at the end of the text of this volume. Each major topic is divided into relevant subtopics and are accompanied by appropriate Code sections. This publication is offered with the hope and belief that it will prove to be of value and assistance to those concerned with the problems of establishing, maintaining and administering a highway and street system. The reader is cautioned to consult legal counsel on all matters beyond the scope of this text.

Addendum to Perception and Interpretation of Advance Warning Signs on County Roads, HR-256, 1985

This contract extension was granted to analyze data obtained in the original contract period at a level of detail not called for in the original contract nor permitted by the time constraints of the original contract schedule. These further analyses focused on two primary questions: I. What sources of variation can be isolated within the overall pattern of driver recognition errors reported previously for the 16 signs tested in Project HR-256? 2. Were there systematic relations among data on the placement of signs in a simulated signing exercise and data on the respondents' ability to detect the presence of a sign in a visual field or their ability to recognize quickly and correctly a sign shown them or the speed with which these same persons can respond to a sign for a driver decision?

Engineering Study for the Evaluation of Public Road Administration and Maintenance Alternatives, Executive Summary for HR-265, 1985

Iowa's public road system of 112,000 miles is one of the largest and the best in the nation. It represents a considerable financial investment of taxpayer revenues over the years. And, it requires a sustained investment to preserve an economical level of transport service into the future. In 1982, a Governor's Blue Ribbon Transportation Task Force evaluated the effectiveness of Iowa's entire transportation system. Four important Task Force recommendations dealt with public road administrative issues in Iowa. These issues were related to: 1. design criteria and levels of maintenance 2. consistency in the use of standards among jurisdictions 3. consolidation of maintenance operations at one jurisdictional level and 4. jurisdictional authority for roads. The issues formed the background for Research Project HR-265.

La cartografía colonial española durante la Segunda República (1931-1936)

La Segunda República dedicó cuantiosos recursos, económicos y humanos, a la cartografía de las posesiones coloniales. Los sucesivos gobiernos republicanos mantuvieron una fuerte continuidad, organizativa y funcional, en el ámbito de la cartografía colonial, sin que se detecte ningún cambio significativo respecto a los planes trazados en etapas anteriores. La actividad cartográfica continuó centrada en el territorio de Marruecos, y fue protagonizada por una unidad dependiente del Ministerio de la Guerra, la Comisión Geográfica de Marruecos y Límites. En este trabajo, que se apoya en fuentes primarias, se ofrece una descripción del marco institucional de la cartografía colonial durante el período republicano, se identifica a sus artífices, y se da cuenta de los levantamientos cartográficos realizados.