Iowa Construction Site Erosion Control Manual, 2006

The purpose of this Iowa manual is to serve as a guide, provide solutions, and offer suggestions on construction sites to comply with Iowa's current soil erosion and storm water runoff regulations. This need is particularly important when land undergoes a land use change. Information provided in this manual will be helpful to land owners, developers, consultants, contractors, planners, local government, as well as the general public. This manual is intended to provide techniques that will meet the mandates of current legislation. Innovations that will benefit the user and still provide effective control are encouraged.

Case Management Program For Frail Elders Manual, August 2008

The purpose of this manual is to guide operation of the Case Management Program for Frail Elders. After Background, Program Administration, Definitions, Consumer Eligibility, and Program Standards, the order follows the flow of a consumer entering the pro-gram from referral through ongoing case activities. The manual is written assuming the reader is the Case Manager. The effective date will appear in the bottom left hand corner of each page. This manual will be updated as needed via Iowa Aging Program Instructions (IAPI). This manual is used in conjunction with the Department of Human Services’ manuals which provide more detail about policies and procedures within the Medicaid elderly waiver program.

Office of Location and Environment Manual, August 2009

This manual captures the experience of practitioners in the Iowa Department of Transportation’s (Iowa DOT’s) Office of Location and Environment (OLE). It also documents the need for coordinated project development efforts during the highway project planning, or location study phase and engineering design. The location study phase establishes: * The definition of, and need for, the highway improvement project * The range of alternatives and many key attributes of the project’s design * The recommended alternative, its impacts, and the agreed-to conditions for project approval The location study process involves developing engineering alternatives, collecting engineering and environmental data, and completing design refinements to accomplish functional designs. The items above also embody the basic content required for projects compliant with the National Environmental Policy Act (NEPA) of 19691, which directs federal agencies to use a systematic, interdisciplinary approach during the planning process whenever proposed actions (or “projects”) have the potential for environmental impacts. In doing so, NEPA requires coordination with stakeholders, review, comment, and public disclosure. Are location studies and environmental studies more about the process or the documents? If properly conducted, they concern both—unbiased and reasonable processes with quality and timely documents. In essence, every project is a story that needs to be told. Engineering and environmental regulations and guidance, as documented in this manual, will help project staff and managers become better storytellers.

Manual de CATMARC, 2a edició: una primera lectura

Comentari crític a la segona edició del Manual del CATMARC. Es comenta la nova estructura adoptada i els criteris que sembla que s'han seguit. Si a la primera edició (1987) el format estava recolzat en l'Instltut Cátala de Bibliografía, la segona no presenta cap institució que l'avali. Al format originari s'afegeixen, sense aparent justificado, nous camps, alguns adaptáis d'USMARC. Camps d'ús local del SICAB que trenquen el caràcter de norma acceptadaque tenia CATMARC. El format d'autoritats modifica el d'USMARC, en el qual es basa. Un apéndix llista els canvis introduïts a la nova edició del format, tot indicant lurs fonts.

eSCREENER PLUS (eSPTM ) Manual. 2008

This handbook provides a page-by-page reference for navigating the eSCREENER PLUS (eSPTM ) data system.

A new technique for simultaneous validation of two manual nonmercury auscultatory sphygmomanometers (A&D UM-101 and Accoson Greenlight 300) based on the International protocol.

INTRODUCTION: Auscultatory nonmercury manual devices seem good alternatives for the mercury sphygmomanometers in the clinic and for research settings, but individual internal validation of each device is time-consuming. The aim of this study was to validate a new technique capable of testing two devices simultaneously, based on the International protocol of the European Society of Hypertension. METHODS: The concept of the new technique is to measure blood pressure alternatively by two observers using a mercury sphygmomanometer and by two observers using the A&D UM-101 and Accoson Greenlight 300 devices, connected by Y-tube to obtain simultaneous readings with both nonmercury devices. Thirty-three participants were enrolled (mean age 47.2±14.0 years). Nine sequential blood pressure measurements were performed for each participant. RESULTS: Both devices passed phase 1 using 15 participants. In phase 2.1 (n=33), on a maximum of 99 measurements, the Accoson device produced 81/95/99 measurements within 5/10/15 mmHg for systolic blood pressure (SBP) and 87/98/99 for diastolic blood pressure (DBP). The A&D device produced 86/96/99 for SBP and 94/99/99 for DBP. In phase 2.2 (n=33), 30 participants had at least 2 out of 3 SBP obtained with Accoson device within 5 mmHg of the mercury device, as compared with 29 of 33 participants with the A&D device. For DBP, this was 33 of 33 participants for both devices. CONCLUSION: Both the nonmercury devices passed the International protocol. The new technique of simultaneous device testing using a Y-tube represents a time saving application of the International protocol.

Commercial Driver License Manual, 2005

There is a federal requirement that each state have minimum standards for the licensing of commercial drivers. This manual provides driver license testing information for drivers who wish to have a commercial driver license (CDL). This manual does NOT provide information on all the federal and state requirements needed before you can drive a commercial motor vehicle (CMV). You may have to contact your state driver licensing authority for additional information.

Erosão em entre sulcos em área cultivada com cana crua e queimada sob colheita manual e mecanizada

Embora existam vários estudos ligados às questões ambientais voltadas para a poluição atmosférica, ao uso crescente da biotecnologia e à mecanização do processo de colheita da cana-de-açúcar, a mesma atenção não tem sido dada aos impactos ambientais negativos promovidos pela erosão laminar. O presente trabalho teve como objetivo avaliar a concentração de matéria orgânica (MO) e nutrientes (P, K, Ca e Mg) em sedimentos e na água da enxurrada proveniente de erosão entre sulcos em diferentes sistemas de manejo na colheita da cana-de-açúcar utilizados no Estado de Mato Grosso do Sul (cana crua e queimada), sob um Latossolo Vermelho distrófico de textura média. Os tratamentos estudados foram colheita manual de cana queimada, colheita mecanizada de cana crua e colheita mecanizada de cana queimada. Aplicou-se chuva simulada com intensidade de 60 mm h-1, durante 50 min. As concentrações de sedimentos na enxurrada resultantes da erosão entre sulcos, bem como de MO, P, K, Ca e Mg, foram maiores no sistema com colheita mecanizada de cana queimada e menores no sistema com colheita mecanizada de cana crua. A qualidade física do solo sofre influência negativa do sistema de manejo com colheita mecânica de cana queimada, devido ao efeito da pressão exercida pelo tráfego de máquinas na colheita. No entanto, os resíduos vegetais de colheita distribuídos na superfície do solo pela colheita mecânica de cana crua reduzem as perdas de nutrientes e de MO no sedimento, além de aumentarem a capacidade do solo em resistir à degradação física ocasionada pelo tráfego de máquinas na colheita mecanizada de cana.

Design Manual for Low Water Stream Crossings, October 1983

The purpose of this manual is to provide design guidelines for low water stream crossings (LWSCs). Rigid criteria for determining the applicability of a LWSC to a given site are not established since each site is unique in terms of physical, social, economic, and political factors. Because conditions vary from county to county, it is not the intent to provide a "cook-book" procedure for designing a LWSC. Rather, engineering judgment must be applied to the guidelines contained in this manual.

Substitutable Concrete Pavements: A Manual of Practice, August 2011

Developed as a more detailed follow up at a 2009 briefing document,Building Sustainable Pavement with Concrete, this guide provides a clear, concise and cohesive discussion of pavement sustainability concepts and of recommended practices for maximizing the sustainability of concrete pavements. The intended audience includes decisions makers and practitioners in both owner-agencies and supply, manufacturing consulting and contractor businesses. Readers will find individual chapters with the most recent technical information and best practices related to concrete pavement deign, materials, construction, use/operations, renewal and recycling. In addition, they will find chapters addressing issues specific to pavement sustainability in the urban environment and to the evaluation of pavement sustainability.

Sustainable Concrete Pavements: A Manual of Practice, January 2012

Sustainable Concrete Pavements: A Manual of Practice is a product of the National Concrete Pavement Technology Center at Iowa State University’s Institute for Transportation, with funding from the Federal Highway Administration (DTFH61-06-H-00011, Work Plan 23). Developed as a more detailed follow-up to a 2009 briefing document, Building Sustainable Pavement with Concrete, this guide provides a clear, concise, and cohesive discussion of pavement sustainability concepts and of recommended practices for maximizing the sustainability of concrete pavements. The intended audience includes decision makers and practitioners in both owner-agencies and supply, manufacturing, consulting, and contractor businesses. Readers will find individual chapters with the most recent technical information and best practices related to concrete pavement design, materials, construction, use/operations, renewal, and recycling. In addition, they will find chapters addressing issues specific to pavement sustainability in the urban environment and to the evaluation of pavement sustainability. Development of this guide satisfies a critical need identified in the Sustainability Track (Track 12) of the Long-Term Plan for Concrete Pavement Research and Technology (CP Road Map). The CP Road Map is a national research plan jointly developed by the concrete pavement stakeholder community, including Federal Highway Administration, academic institutions, state departments of transportation, and concrete pavement–related industries. It outlines 12 tracks of priority research needs related to concrete pavements. CP Road Map publications and other operations support services are provided by the National Concrete Pavement Technology Center at Iowa State University. For details about the CP Road Map, see www.cproadmap. org/index.cfm.

Iowa Motorcycle Operator Manual,1992.

This manual was developed in cooperation with the Motorcycle Safety Foundation to help you prepare to safely ride a motorcycle. Contains information on motorcycle equipment, safety precautions, laws and earning your license.

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.