PRODUÇÃO DE UM MAPA PEDOLÓGICO ASSOCIANDO TÉCNICAS COMUNS AOS MAPEAMENTOS DIGITAIS DE SOLOS COM DELINEAMENTO MANUAL DE UNIDADES DE MAPEAMENTO

A produção de mapas pedológicos por meio de técnicas do mapeamento digital de solos (MDS) pode ser dificultada pela falta de mapas pedológicos tradicionais de referência. Nessas situações, o conhecimento tácito do mapeador pode ser usado para o delineamento manual das unidades de mapeamento (UMs) a partir de geração de um mapa de ocorrência de tipos de solos preditos pelo MDS. Os objetivos deste estudo foram avaliar e comparar mapas de solos gerados por dois métodos, um denominado “MDS direto”, em que foi gerado um mapa preditor de UMs com base no modelo estabelecido com informações provenientes de um mapa pedológico convencional de referência preexistente, e outro em que o modelo preditor foi estabelecido a partir do exame de atributos morfológicos de 193 perfis de solo para identificar os tipos de solos, gerando-se um mapa com a indicação de ocorrência de tipos de solos sobre o qual foi realizado o delineamento manual das UMs, com base em mudanças das feições da superfície do solo. As predições foram feitas usando árvores de classificação Simple Cart,correlacionando oito variáveis do terreno com a ocorrência de UMs identificadas com nomes de classes de solos do Sistema Brasileiro de Classificação de Solos. A acurácia dos mapas foi avaliada pela “verdade de campo” (verificação em campo do tipo de solo ocorrente e comparação com o previsto no mapa) e pela concordância dos mapas gerados com o mapa de referência. Quando avaliado pela “verdade de campo”, a acurácia do mapa gerado pelo método MDS direto foi de 74 %, enquanto a acurácia do mapa de MDS com delineamento manual foi de 79 %. Os dois métodos apresentaram resultados satisfatórios; o método que usou o delineamento manual e a identificação em alguns locais dos tipos de solo no campo apresentou a vantagem de não necessitar de mapas pedológicos de referência para o treinamento dos modelos preditores.

Iowa Traffic Control Devices and Pavement Markings: A Manual for Cities and Counties April 2001

Iowa Traffic Control Devices and Pavement Markings: A Manual for Cities and Counties has been developed to provide state and local transportation agencies with suggestions and examples related to traffic control devices and pavement markings. Both rural and urban applications are included. The primary source of information for this document is the Manual on Uniform Traffic Control Devices (MUTCD), but many additional references have also been used. A complete listing of these is included in the appendix to this manual, and the reader is invited to consult these references for more in-depth information. The contents of this manual are not intended to represent standard practice or to imply legal requirements for installation in any particular manner. This document should be used as a supplement to the MUTCD, not as a substitute for any requirements contained therein. Engineering judgement should be applied to all decisions regarding traffic control devices and pavement markings. All references to the MUTCD in this manual apply to the millennium edition. The reader should be aware that many millennium revisions are allowed phase-in periods by the Federal Highway Administration (FHWA), ranging from two to ten years. These extended compliance periods should be considered when making decisions regarding traffic control devices and pavement markings. A new addition to the MUTCD, Part 5, “Traffic Control Devices for Low-Volume Roads,” also contains valuable recommendations for signing and marking low volume roads. This manual is presented in an easy to use threering format. Topics included in the complete guide manual may not apply to all jurisdictions and can easily be removed or modified as desired. Desired millennium MUTCD sections may be added for quick reference using the divider at the end of this document. Contents may also be available on CD-ROM in the future.

Development of a Traffic Control Devices and Pavement Markings Manual for Iowa's Cities and Counties with a Survery of Common Practices, April 2001

Transportation agencies in Iowa are responsible for a significant public investment with the installation and maintenance of traffic control devices and pavement markings. Included in this investment are thousands of signs and other inventory items, equipment, facilities, and staff. The proper application of traffic control devices and pavement markings is critical to public safety on streets and highways, and local governments have a prescribed responsibility under the Code of Iowa to properly manage these assets. This research report addresses current traffic control and pavement marking application, maintenance, and management in Iowa.

User cost of capital with delayed investment grants

The usual assumption when considering investment grants is that grant payments are automatic when investments are undertaken. However, evidence from case studies shows that there can exist some time lag until funds are received by granted firms. In this paper the effects of delays in grant payments on the optimal investment policy of the firm are analyzed. It is shown how these delays lead not only to a higher financing cost but to an effective reduction in the investment grant rate, and in some cases, how benefits from investment grants could be canceled due to interactions with tax effects.

Iowa Motorcycle Operator's Manual, 2011

The rules and regualtions for owning and operating a motorcycle in Iowa

Modeval2 Reference Manual

El Projecte MODEVAL respon a la necessitat detectada en matèria d'avaluació de competències bàsiques de les persones, i tracta de definir quins són els nivells bàsics d'habilitats que garanteixen unes condicions individuals favorables per al desenvolupament de la persona, la ciutadania activa, i la integració social, cultural i professional dels individus. Mentre el projecte MODEVAL 1 tenia com a objectiu realitzar un marc de referència metodològic a nivell europeu per a dur a terme l'avaluació de competències; el projecte MODEVAL 2, és a dir, el present treball, té com a objectiu la creació de mòduls de formació per als diferents interessats (és a dir, formadors d'alfabetització i de formació bàsica, investigadors, coordinadors de centres de formació, els responsables polítics, estadístics, persones que realitzaran enquestes a gran escala sobre el coneixement de base, etc.) per tal d'aplicar les recomanacions del projecte i crear les seves pròpies eines d'avaluació.

Iowa EHDI Best Practices Manual, November 2008

The purpose of the Iowa EHDI Best Practices Manual is to advance the development of a comprehensive statewide early hearing detection and intervention (EHDI) system in Iowa. This manual will assist hospitals, birth centers, Area Education Agencies (AEAs), health care providers and private practice audiologists in developing programs and written protocols for newborn hearing screening, follow up and intervention. The manual is based upon best practices within early hearing detection and intervention programs and Iowa EHDI law and rules.

Iowa DOT GeoMedia Training Manual,1998.

The varying title of this manual is : Coordinated Transportation Analysis and Management System. It gives instructions on how to use GeoMedia in order to integrate data from multiple sources and formats into one environment, perform sophisticated queries and spatial analyses, and quickly produce complex maps.

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.

The Raccoon River Valley Trail user study: summary and recommendations,1992.

This study is a concise summary of a study of trail users on the Raccoon River Valley Trail commissioned by the Dallas County Conservation Board. It provides information associated with natural and cultural resources.

Iowa DOT staff waterway user charge proposal,1976.

The Iowa DOT reviewed Corps of Engineers accounting records to determine the costs of operating and maintaining a 300 mile section of the Mississippi River. This document reviews the details the study.

Constructability in the Bridge Design Process, HR-320, 1991

In the United States many bridge structures have been designed without consideration for their unique construction problems. Many problems could have been avoided if construction knowledge and experience was utilized in the design process. A systematic process is needed to create and capture construction knowledge for use in the design process. This study was conducted to develop a system to capture construction considerations from field people and incorporate it into a knowledge-base for use by the bridge designers. This report presents the results of this study. As a part of this study a microcomputer-based constructability system has been developed. The system is a user-friendly microcomputer database which codifies construction knowledge, provides easy access to specifications, and provides simple design computation checks for the designer. A structure for the final database was developed and used in the prototype system. A process for collecting, developing and maintaining the database is presented and explained. The study involved a constructability survey, interviews with designers and constructors, and visits to construction sites to collect constuctability concepts. The report describes the development of the constructability system and addresses the future needs for the Iowa Department of Transportation to make the system operational. A user's manual for the system is included along with the report.

Stream Stabilization in Western Iowa: Structure Evaluation and Design Manual, HR-385, 1998

Stream degradation is the action of deepening the stream bed and widening the banks due to the increasing velocity of water flow. Degradation is pervasive in channeled streams found within the deep to moderately deep loess regions of the central United States. Of all the streams, however, the most severe and widespread entrenchment occurs in western Iowa streams that are tributaries to the Missouri River. In September 1995 the Iowa Department of Transportation awarded a grant to Golden Hills Resource Conservation and Development, Inc. The purpose of the grant, HR-385 "Stream Stabilization in Western Iowa: Structure Evaluation and Design Manual", was to provide an assessment of the effectiveness and costs of various stabilization structures in controlling erosion on channeled streams. A review of literature, a survey of professionals, field observations and an analysis of the data recorded on fifty-two selected structures led to the conclusions presented in the project's publication, Design Manual, Streambed Degradation and Streambank Widening in Western Iowa. Technical standards and specifications for the design and construction of stream channel stabilization structures are included in the manual. Additional information on non-structural measures, monitoring and evaluation of structures, various permit requirements and further resources are also included. Findings of the research project and use and applications of the Design Manual were presented at two workshops in the Loess Hills region. Participants in these workshops included county engineers, private contractors, state and federal agency personnel, elected officials and others. The Design Manual continues to be available through Golden Hills Resource Conservation and Development.

Design Manual for Strengthening Single-Span Composite Bridges by Post-Tensioning Part 3, HR-238, 1985

The authors have post-tensioned and monitored two Iowa bridges and have field tested the post-tensioning of a composite bridge in Florida. In order to provide the practical post-tensioning distribution factors given in this manual, the authors developed a finite element model of a composite bridge and checked the model against a one-half scale laboratory bridge and two actual composite bridges, one of which had a 45 deg skew. Following a brief discussion of this background research, this manual explains the use of elastic, composite beam and bridge section properties, the distribution fractions for symmetrically post-tensioned exterior beams, and a method for computing the strength of a post-tensioned beam. Also included is a design example for a typical, 51.25-ft (15.62-m) span, four-beam composite bridge. Moments for Iowa Department of Transportation rating trucks, H 20 and HS 20 trucks, have been tabulated for design convenience and are included in the appendix.