Aprenentatge per a la comprensió en entorns virtuals als centres de secundària: La Xarxa School plus

[cat] Aquest projecte és una continuació del programa de recerca iniciat amb el projecte de R+D "School+ more than a platform to build the school of tomorrow" (IST-2000-25162) parcialment finançat per la Unió Europea a través de la convocatòria L'Escola del Demà, del Programa de Tecnologies de la Societat de la Informació del 5è Programa Marc. Aquesta iniciativa va ser seguida i aprofundida amb el projecte "Aprenentatge per a la comprensió en entorns virtuals als centres de secundària: la Xarxa School+", parcialment finançat pel DURSI a través de la convocatòria ARIE 2004. En aquest sentit, s'inscriu sota el mateix paraigües epistemològic (sociocultural) i metodològic (construccionista) dels projectes anteriors, i es basa en la utilització de diferents tipus d'evidències,en aquest cas però prestant especial atenció a la qüestió de l'avaluació de l'aprenentatge per a la comprensió i la dotació de sentit. En aquest context adquireix especial rellevància la idea del portafoli -o e-portafoli, webfoli, portafoli electrònic o digital- com a estratègia avaluadora de la comprensió i afavoridora de formes més complexes d'aprenentatge. En aquest informe, i d¿acord amb allò manifestat al projecte de recerca, es donen respostes a les següents qüestions: (a) quines són les possibilitats i les limitacions del portafoli electrònic com a sistema per avaluar processos d'aprenentatge de caràcter complex, orientats a la comprensió i la dotació de sentit; (b) com tenen lloc els processos d'innovació i millora a l'ensenyament secundari quan es fan servir entorns virtuals d'informació i comunicació, i es persegueix el desenvolupament d'un model pedagògic i curricular de caràcter interdisciplinari;(c) quins processos pedagògics, organitzatius, cognitius i emocionals estan implicats en les situacions d'aprenentatge orientades a la comprensió i la dotació de sentit, i no en la memorització i repetició de continguts; (d) com es desenvolupen experiències de col·laboració entre professors, estudiants i centres de secundària.

Use of Incentive/Disincentive Contracting to Mitigate Work Zone Traffic Impacts, 2012

Incentive/disincentive clauses (I/D) are designed to award payments to contractors if they complete work ahead of schedule and to deduct payments if they exceed the completion time. A previously unanswered question is, “Did the costs of the actual work zone impacts that were avoided justify the incentives paid?” This report answers that question affirmatively based on an evaluation of 20 I/D projects in Missouri from 2008 to 2011. Road user costs (RUC) were used to quantify work zone impacts and included travel delays, vehicle operating costs, and crash costs. These were computed using work zone traffic conditions for partial-closure projects and detour volumes and routes for full-closure projects. Conditions during construction were compared to after construction. Crash costs were computed using Highway Safety Manual methodology. Safety Performance Functions produced annual crash frequencies that were translated into crash cost savings. In considering an average project, the percentage of RUC savings was around 13% of the total contract amount, or $444,389 of $3,464,620. The net RUC savings produced was around $7.2 million after subtracting the approximately $1.7 million paid in incentives. In other words, for every dollar paid in incentives, approximately 5.3 dollars of RUC savings resulted. I/D provisions were very successful in saving RUC for projects with full-closure, projects in urban areas, and emergency projects. Rural, non-emergency projects successfully saved RUC but not at the same level as other projects. The I/D contracts were also compared to all Missouri Department of Transportation contracts for the same time period. The results show that I/D projects had a higher on-time completion percentage and a higher number of bids per call than average projects. But I/D projects resulted in 4.52% higher deviation from programmed costs and possibly more changes made after the award. A survey of state transportation departments and contractors showed that both agreed to the same issues that affect the success of I/D contracts. Legal analysis suggests that liquidated damages is preferred to disincentives, since enforceability of disincentives may be an issue. Overall, in terms of work zone impact mitigation, I/D contracts are very effective at a relatively low cost.

Performance Evaluation Of Iowa Bridge Decks Constructed With Epoxy-Coated Reinforcing Bars, RB06-011, 2011

Epoxy coatings have been used on the embedded reinforcing bars of bridge decks since the mid-1970s to mitigate deterioration caused by chloride-induced corrosion. The use of chloride-based deicers became common in the early 1960s and caused corrosion of conventional uncoated bars in bridge decks within 5 to 10 years of commencement of deicer applications. In response to this rapid deterioration, the National Bureau of Standards researched coatings to protect the reinforcement (National Bureau of Standards, 1975), resulting in the development of epoxy-coated reinforcing bars, which were used in bridge decks beginning in 1973. While corrosion-related deterioration has been prevalent on bridge decks with uncoated reinforcing bars in northern climates where the use of deicing salts is common, bridge decks constructed after 1973 with epoxy-coated reinforcing have shown good corrosion resistance with only limited exceptions. On the whole, previous laboratory and field studies regarding the performance of epoxy-coated reinforcing bars are very promising; however, some laboratory and field studies have yielded differing results. In recent years, maintenance personnel for the Iowa Department of Transportation (Iowa DOT) have reportedly performed patch repairs to some bridge decks reinforced with epoxy-coated bars. At one such bridge, the southbound US 65 bridge (Bridge No. 7788.5L065) over the Union Pacific Railroad near Bondurant in Polk County, Iowa, deck repairs were performed by Iowa DOT maintenance personnel in the Spring of 2010, based on our communications regarding this topic with Mr. Gordon Port of the Iowa DOT. These repairs were observed by engineers from the Iowa DOT Office of Bridges and Structures, who reported that significant corrosion was found at a number of epoxy-coated reinforcing bars uncovered during this patch work. These repairs were reportedly performed at spalls and delaminated areas corresponding to cracks over transverse reinforcing bars, and involved careful removal of the concrete from over the bars. Figures 1 through 4 contain photographs provided by Iowa DOT personnel showing the removal process (Figure 1), the conditions encountered (Figures 2 and 3), and close-up views of the corroded reinforcing (Figure 4). As a result of these observations, the Iowa Department of Transportation has requested this study to gain further understanding of the long-term performance of bridge decks reinforced with epoxy-coated bars. The two main objectives of this study are to determine the long-term effectiveness of the epoxy coatings and to determine the potential causes for the deterioration at locations where corrosion has occurred. Wiss, Janney, Elstner Associates, Inc. (WJE) and the Iowa DOT identified eight different bridge decks across Iowa for this study that were constructed using epoxy-coated reinforcing bars. A field investigation consisting of visual inspections, a delamination survey, a concrete cover survey, electrical testing for susceptibility to corrosion, and concrete sampling was conducted within a survey area deemed to be representative of the condition of each bridge deck. Laboratory testing, including chloride ion content testing, characterization of the extracted bars, petrographic examination of the concrete, and carbonation testing, was conducted on the core samples taken from each bridge deck.

Age vs. Experience: Evaluation of a Video Feedback Intervention for Newly Licensed Teen Drivers, TPF-5(207), 2013

This project examines the effects of age, experience, and video-based feedback on the rate and type of safety-relevant events captured on video event recorders in the vehicles of three groups of newly licensed young drivers: 1. 14.5- to 15.5-year-old drivers who hold a minor school license (see Appendix A for the provisions of the Iowa code governing minor school licenses); 2. 16-year-old drivers with an intermediate license who are driving unsupervised for the first time; 3. 16-year-old drivers with an intermediate license who previously drove unsupervised for at least four months with a school license. METHODS: The young drivers’ vehicles were equipped with an event-triggered video recording device for 24 weeks. Half of the participants received feedback regarding their driving, and the other half received no feedback at all and served as a control group. The number of safety-relevant events per 1,000 miles (i.e., “event rate”) was analyzed for 90 participants who completed the study. RESULTS: On average, the young drivers who received the video-based intervention had significantly lower event rates than those in the control group. This finding was true for all three groups. An effect of experience was seen for drivers in the control group; the 16-year-olds with driving experience had significantly lower event rates than the 16-year-olds without experience. When the intervention concluded, an increase in event rate was seen for the school license holders, but not for either group of 16-year-old drivers. There is strong evidence that giving young drivers video-based feedback, regardless of their age or level of driving experience, is effective in reducing the rate of safety-relevant events relative to a control group who do not receive feedback. Specific comparisons with regard to age and experience indicated that the age of the driver did not have an effect on the rate of safety-events, while experience did. Young drivers with six months or more of additional experience behind the wheel had nearly half as many safety-relevant events as those without that experience.

Field Measurements of Plow Loads During Ice Removal Operations, HR-334, 1993

One of the more severe winter hazards is ice or compacted snow on roadways. While three methods are typically used to combat ice (salting, sanding and scraping), relatively little effort has been applied to improve methods of scraping ice from roads. In this project, a new test facility has been developed, comprising a truck with an underbody blade, which has been instrumented such that the forces to scrape ice from a pavement can be measured. A test site has been used, which is not accessible to the public, and ice covers have been sprayed onto the pavement and subsequently scraped from it, while the scraping loads have been recorded. Three different cutting edges have been tested for their ice scraping efficiency. Two of the blades are standard (one with a carbide insert, the other without) while the third blade was designed under the SHRP H-204A project. Results from the tests allowed two parameters to be identified. The first is the scraping efficiency which is the ratio of vertical to horizontal force. The lower this ratio, the more efficiently ice is being removed. The second parameter is the scraping effectiveness, which is related (in some as yet unspecified manner) to the horizontal load. The higher the horizontal load, the more ice is being scraped. The ideal case is thus to have as high a horizontal load as possible, combined with the lowest possible vertical load. Results indicate that the SHRP blade removed ice more effectively than the other two blades under equivalent conditions, and furthermore, did so with greater efficiency and thus more control. Furthermore, blade angles close to 0 deg provide for the most efficient scraping for all three blades. The study has shown that field testing of plow blades is possible in controlled situations, and that blades can be evaluated using this system. The system is available for further tests as are deemed appropriate.

Aprenentatge per a la comprensió en entorns virtuals als centres de secundària: La Xarxa School plus

[cat] Aquest projecte és una continuació del programa de recerca iniciat amb el projecte de R+D "School+ more than a platform to build the school of tomorrow" (IST-2000-25162) parcialment finançat per la Unió Europea a través de la convocatòria L'Escola del Demà, del Programa de Tecnologies de la Societat de la Informació del 5è Programa Marc. Aquesta iniciativa va ser seguida i aprofundida amb el projecte "Aprenentatge per a la comprensió en entorns virtuals als centres de secundària: la Xarxa School+", parcialment finançat pel DURSI a través de la convocatòria ARIE 2004. En aquest sentit, s'inscriu sota el mateix paraigües epistemològic (sociocultural) i metodològic (construccionista) dels projectes anteriors, i es basa en la utilització de diferents tipus d'evidències,en aquest cas però prestant especial atenció a la qüestió de l'avaluació de l'aprenentatge per a la comprensió i la dotació de sentit. En aquest context adquireix especial rellevància la idea del portafoli -o e-portafoli, webfoli, portafoli electrònic o digital- com a estratègia avaluadora de la comprensió i afavoridora de formes més complexes d'aprenentatge. En aquest informe, i d¿acord amb allò manifestat al projecte de recerca, es donen respostes a les següents qüestions: (a) quines són les possibilitats i les limitacions del portafoli electrònic com a sistema per avaluar processos d'aprenentatge de caràcter complex, orientats a la comprensió i la dotació de sentit; (b) com tenen lloc els processos d'innovació i millora a l'ensenyament secundari quan es fan servir entorns virtuals d'informació i comunicació, i es persegueix el desenvolupament d'un model pedagògic i curricular de caràcter interdisciplinari;(c) quins processos pedagògics, organitzatius, cognitius i emocionals estan implicats en les situacions d'aprenentatge orientades a la comprensió i la dotació de sentit, i no en la memorització i repetició de continguts; (d) com es desenvolupen experiències de col·laboració entre professors, estudiants i centres de secundària.

Aprenentatge per a la comprensió en entorns virtuals als centres de secundària: La Xarxa School plus

[cat] Aquest projecte és una continuació del programa de recerca iniciat amb el projecte de R+D "School+ more than a platform to build the school of tomorrow" (IST-2000-25162) parcialment finançat per la Unió Europea a través de la convocatòria L'Escola del Demà, del Programa de Tecnologies de la Societat de la Informació del 5è Programa Marc. Aquesta iniciativa va ser seguida i aprofundida amb el projecte "Aprenentatge per a la comprensió en entorns virtuals als centres de secundària: la Xarxa School+", parcialment finançat pel DURSI a través de la convocatòria ARIE 2004. En aquest sentit, s'inscriu sota el mateix paraigües epistemològic (sociocultural) i metodològic (construccionista) dels projectes anteriors, i es basa en la utilització de diferents tipus d'evidències,en aquest cas però prestant especial atenció a la qüestió de l'avaluació de l'aprenentatge per a la comprensió i la dotació de sentit. En aquest context adquireix especial rellevància la idea del portafoli -o e-portafoli, webfoli, portafoli electrònic o digital- com a estratègia avaluadora de la comprensió i afavoridora de formes més complexes d'aprenentatge. En aquest informe, i d¿acord amb allò manifestat al projecte de recerca, es donen respostes a les següents qüestions: (a) quines són les possibilitats i les limitacions del portafoli electrònic com a sistema per avaluar processos d'aprenentatge de caràcter complex, orientats a la comprensió i la dotació de sentit; (b) com tenen lloc els processos d'innovació i millora a l'ensenyament secundari quan es fan servir entorns virtuals d'informació i comunicació, i es persegueix el desenvolupament d'un model pedagògic i curricular de caràcter interdisciplinari;(c) quins processos pedagògics, organitzatius, cognitius i emocionals estan implicats en les situacions d'aprenentatge orientades a la comprensió i la dotació de sentit, i no en la memorització i repetició de continguts; (d) com es desenvolupen experiències de col·laboració entre professors, estudiants i centres de secundària.

Innovative Solutions for Slope Stability Reinforcement and Characterization: Vol. III, TR-489, 2005

Soil slope instability concerning highway infrastructure is an ongoing problem in Iowa, as slope failures endanger public safety and continue to result in costly repair work. Volume I of this current study summarizes research methods and findings, while Volume II provides procedural details for incorporating into practice an infrequently-used testing technique–borehole shear tests. Volume III of this study of field investigation of fifteen slopes in Iowa demonstrates through further experimental testing how lateral forces develop along stabilizing piles to resist slope movements. Results establish the feasibility of an alternative stabilization approach utilizing small-diameter pile elements. Also, a step-by-step procedure that can be used by both state and county transportation agencies to design slope reinforcement using slender piles is documented. Initial evidence of the efficiency and cost-effectiveness of stabilizing nuisance slope failures with grouted micropiles is presented. Employment of the remediation alternative is deemed more appropriate for stabilizing shallow slope failures. Overall, work accomplished in this research study included completing a comprehensive literature review on the state of the knowledge of slope stability and slope stabilization, the preparation and performance of fourteen full-scale pile load tests, the analysis of load test results, and the documentation of a design methodology for implementing the technology into current practices of slope stabilization. Recommendations for further research include monitoring pilot studies of slope reinforcement with grouted micropiles, supplementary experimental studies, and advanced numerical studies.

Experimental Macadam Stone Base Des Moines County, HR-175, Construction Report, 1977

In today's era of advanced methods, it is interesting that a centuries-old Roman road-building concept can be the most attractive alternative available. The need for a less expensive road base construction method is very apparent, especially to the county engineer faced with maintaining quality lower traffic volume farm-to-market roads. The revival of the Macadam stone base is one possible solution. Des Moines County believed a Macadam road had excellent possibilities for their particular needs. They proposed a research project designed to eliminate some of the unknown factors of Macadam stone base construction. It is the intent of this research project to develop standardized design procedures and serve as an aid for others in constructing a Macadam base roadway. The Iowa Department of Transportation has published special provisions for the construction of Macadam stone bases that were adopted as the guideline specifications for the research project.

Portable School Stop Signs and Other Non-Uniform School Stop Control Devices, HR-190, 1978

Portable (roll-out) stop signs are used at school crossings in over 300 cities in Iowa. Their use conforms to the Code of Iowa, although it is not consistent with the provisions of the Manual on Uniform Traffic Control Devices adopted for nationwide application. A survey indicated that most users in Iowa believe that portable stop signs provide effective protection at school crossings, and favor their continued use. Other non-uniform signs that fold or rotate to display a STOP message only during certain hours are used at school crossings in over 60 cities in Iowa. Their use does not conform to either the Code of Iowa or the Manual on Uniform Traffic Control Devices. Users of these devices also tend to favor their continued use. A survey of other states indicated that use of temporary devices similar to those used in Iowa is not generally sanctioned. Some unsanctioned use apparently occurs in several states, however. A different type of portable stop sign for school crossings is authorized and widely used in one state. Portable stop signs similar to those used in Iowa are authorized in another state, although their use is quite limited. A few reports in the literature reviewed for this research discussed the use of portable stop signs. The authors of these reports uniformly recommended against the use of portable or temporary traffic control devices. Various reasons for this recommendation were given, although data to support the recommendation were not offered. As part of this research, field surveys were conducted at 54 locations in 33 communities where temporary stop control devices were in use at school crossings. Research personnel observed the obedience to stop control and measured the vehicular delay incurred. Stopped delay averaged 1.89 seconds/entering vehicle. Only 36.6 percent of the vehicles were observed to come to a complete stop at the study locations controlled by temporary stop control devices. However, this level of obedience does not differ from that observed at intersections controlled by permanent stop signs. Accident experience was compiled for 76 intersections in 33 communities in Iowa where temporary stop signs were used and, for comparative purposes, at 76 comparable intersections having other forms of control or operating without stop control. There were no significant differences in accident experience An economic analysis of vehicle operating costs, delay costs, and other costs indicated that temporary stop control generated costs only about 12 percent as great as permanent stop control for a street having a school crossing. Midblock pedestrian-actuated signals were shown to be cost effective in comparison with temporary stop signs under the conditions of use assumed. Such signals could be used effectively at a number of locations where temporary stop signs are being used. The results of this research do not provide a basis for recommending that use of portable stop signs be prohibited. However, erratic patterns of use of these devices and inadequate designs suggest that improved standards for their use are needed. Accordingly, nine recommendations are presented to enhance the efficiency of vehicular flow at school crossings, without causing a decline in the level of pedestrian protection being afforded.

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.

Legislative Guide to Marriage Law, December 2005

In the United States civil marriages are entered into either ceremonially, by means of compliance of the parties with state statutory requirements for marriage, or non-ceremonially by the parties satisfying the requirements of a common law marriage. A marriage contracted validly, whether by complying with statutory requirements or the requirements of a common law marriage, confers the identical rights, responsibilities, and privileges on the parties. The purpose of this Legislative Guide is to provide an overview of marriage as a civil contract imbued with a public interest, and of common law marriage and statutory marriage provisions. The Guide also provides a brief summary of recent developments in marriage law.

Standard Specifications for Highway and Bridge Construction, 2012

When referenced, the 2012 edition of the Iowa Department of Transportation’s (Iowa DOT) Standard Specifications for Highway and Bridge Construction shall be used for contract work awarded by the Iowa DOT. They may also be incorporated by reference in other contract work on secondary, urban, local systems, or other contract work in which the Iowa DOT has an interest. As modified by the General Supplemental Specifications, these Standard Specifications represent the minimum requirements and may be modified by Supplemental Specifications, Developmental Specifications, and Special Provisions on specific contracts. These Standard Specifications have been written so the Contractor’s responsibilities are indicated by plain language using the Imperative Mood and Active Voice form. Sentences are of the form: Construct isolation joints at all points where driveways meet other walks, curbs, or fixtures in the surface. Ensure finished members are true to detailed dimensions and free from twists, bends, open joints, or other defects resulting from faulty fabrication or defective work. Personnel preparing the JMF shall be Iowa DOT certified in bituminous mix design. The Contracting Authority’s responsibilities are (with some exceptions) indicated by the use of the modal verb “will”. Sentences are of the form: The Engineer will obtain and test density samples for each lot according to Materials I.M. 204. Payment will be the contract unit price for Fabric Reinforcement per square yard (square meter). These standard specifications contain dual units of measure: the United States Standard measure (English units) and the International System of Units (SI or “metric” units). The English units are expressed first then followed by the metric units in parentheses. The measurements expressed in the two systems are not necessarily equal. In some cases the measurements in metric units is a “hard” conversion of the English measurement; i.e. the metric unit has been approximated with a rounded, rationalized metric measurement that is easy to work with and remember. The proposal form will identify whether the work was designed and shall be constructed in English or metric units.

Constitution of the State of Iowa - Codified.

This version of the Iowa Constitution incorporates into the original document all amendments adopted through the 2010 general election and omits certain provisions apparently superseded or obsolete. The footnote following an amended section is the latest action only. See the original Constitution for the original text and amendments in chronological order. This codified version generally adopts the rules for capitalization and punctuation used in drafting legislation.

Iowa Militiaman, Fall 2003

The Iowa Militiaman is an unofficial publication authorized under the provisions of AR 360-81. It is published by the 135th Mobile Public Affairs Detachment, Camp Dodge, Johnston, Iowa 50131, and is printed four times annually. The news and opinions expressed in this publication are not necessarily those of the Adjutant General of Iowa, or the Department of the Army.