Dynamic Deflections to Determine Roadway Support Ratings, HR-245, 1983

The Benkelman Beam structural test of flexible pavements was replaced in 1976 by dynamic deflection testing with a model 400 Road Rater. The Road Rater is used to determine structural ratings of flexible pavements. New pavement construction in Iowa has decreased with a corresponding increase of restoration and rehabilitation. A method to determine structural ratings of layered systems and rigid pavements is needed to properly design overlay thickness. The objective of this research was to evaluate the feasibility of using the Road Rater to determine support values of layered systems and rigid pavements. This evaluation was accomplished by correlating the Road Rater with the Federal Highway Administration (FHWA) Thumper, a dynamic deflection testing device. Data were obtained with the Road Rater and Thumper at 411 individual test locations on 39 different structural sections ranging from 10" of PCC pavement and 25" of asphalt pavement to a newly graveled unpaved roadway. A high correlation between a 9000 pound Thumper deflection and the 1185 pound Road Rater deflection was obtained. A Road Rater modification has been completed to provide 2000 pound load inputs. The basin, defined by four sensors spaced at 1 foot intervals, resulting from the 2000 pound loading is being used to develop a graph for determining relative subgrade strengths. Road Rater deflections on rigid pavements are sufficient to support the potential for this technique.

Consumer Advisory: Your Credit Report & Credit Score, March 2014

The Attorney General’s Consumer Protection Division receives hundreds of calls and consumer complaints every year. Follow these tips to avoid unexpected expense and disappointments. This record is about: Your Credit Report & Credit Score

Load Ratings for Standard Bridges, HR-239, 1982

The load ratings for these Standard bridges were calculated in compliance with the 1978 AASHTO Manual for Maintenance Inspection of Bridges, using the appropriate allowable stresses for the materials specified by the Standard plans. Distribution of loads is in compliance with the Manual unless otherwise noted. Except for truss spans, all bridges with roadway widths of 18 ft. or less were rated for one lane of traffic. All 18 ft. roadway truss bridges were rated for both one and two lanes of traffic. All bridges with roadway widths exceeding 18 ft. were rated for two lanes of traffic. If the posting rating for two lane bridges was less than legal, then the bridges were rated for traffic restricted to one lane, or to one lane centered in the roadway, as noted on the summary sheet. The ratings are applicable to bridges built in accordance with the standard plans and which exhibit no significant deterioration or damage to the structural members, and which have no added wearing surface material in excess of that noted on the summary sheets and used in the calculations. The inventory and operating ratings were based upon the standard AASHTO HS20-44 loading. The legal load ratings were based upon the three typical Iowa legal vehicles shown on page 5. The legal load ratings were based upon the maximum allowable Operating Rating stresses specified in the Manual. Refer to notations on the summary sheets for additional qualifications on the load ratings for specific standard bridge series. Load ratings for standard bridges with wood floors must be based upon existing conditions of attachment of the wood flooring to the top flanges of longitudinal steel stringers. The ratings must be reevaluated if the existing lateral support conditions are not in accordance with conditions used for the rating and noted on the summary sheets. Details of most of the standard bridges are included in the three books of "Iowa State Highway Commission, Bridge Standards," issued in June, 1972. Copies of plans for those standard bridges that were rated, and that are not included in the original books of standard plans, are being furnished under separate cover with these rating summaries.

Iowa Department of Commerce, Iowa Credit Union Division Performance Report, FY 2014

Agency Performance Report

Report on the Historic Preservation and Cultural and Entertainment District Tax Credit program administered by the State Historic Preservation Office within the State Historical Society of Iowa, a division of the Department of Cultural Affairs, for the period July 1, 2000 through June 30, 2013

Report on the Historic Preservation and Cultural and Entertainment District Tax Credit program administered by the State Historic Preservation Office within the State Historical Society of Iowa, a division of the Department of Cultural Affairs, for the period July 1, 2000 through June 30, 2013

Iowa Department of Commerce, Iowa Credit Union Division Strategic Performance Report, FY2014-2018

Agency Strategic Performance Report

Department of Commerce Credit Union Division Performance Plan, FY2015

Agency Performance Plan, Department of Commerce - Credit Union Division

Iowa Department of Commerce-Division of Credit Unions 2014-2018 Strategic Plan, April 2014

This report outlines the strategic plan for Iowa Division of banking including, goals and mission.

Propuestas para afrontar los retos del European Credit Transfer System (ECTS) en asignaturas universitarias de redacción periodística

Los retos del nuevo paradigma comunicativo, un cruce histórico lleno de posibilidades pero también de riesgos y límites, obligan auna redefinición en la educación superior de los futuros profesionales de la comunicación.Este trabajo, realizado a partir de las experiencias de dos profesores universitarios, propone la introducción del hipertexto en ladocencia universitaria en el campo del periodismo y analiza las ventajas que esta nuevaherramienta supone en la formación de los periodistas del siglo XXI. En esta investigación los autores proponen el hipertexto como metodologíade trabajo en el aula, suponiendoque el hipertexto tiene que ser concebido,como se verá en esta investigación, como ellocus en el que deben converger la teoría y lapráctica, donde tiene que explotarse la capacidadcrítica y la creatividad del alumno y en elque debe potenciarse la interactividad profesor-alumno y alumno-alumno.

Consumer Focus: These Chips and Good for You: New Credit and Debit Card Chips, April 2016

The Attorney General’s Consumer Protection Division receives hundreds of calls and consumer complaints every year. Follow these tips to avoid unexpected expense and disappointments. This record is about: New Credit and Debit Card Chips

Determinants of credit default swap spread: evidence from european credit derivatives market

Tämän tutkielman tavoitteena on selvittää, mitkä tekijät vaikuttavat yrityksen ja valtion velkakirjojen väliseen tuottoeroon. Strukturaalisten luottoriskin hinnoittelumallien mukaan luottoriskiin vaikuttavia tekijöitä ovat yrityksen velkaantumisaste, volatiliteetti ja riskitön korkokanta. Tavoitteena on erityisesti tutkia, kuinka hyvin nämä teoreettiset tekijät selittävät tuottoeroja ja onko olemassa muita tärkeitä selittäviä tekijöitä. Luottoriskinvaihtosopimusten noteerauksia käytetään tuottoerojen määrittämiseen. Selittävät tekijät koostuvat sekä yrityskohtaisista että markkinalaajuisista muuttujista. Luottoriskinvaihtosopimusten ja yrityskohtaisten muuttujien data on kerätty yhteensä 50 yritykselle Euroalueen maista. Aineisto koostuu kuukausittaisista havainnoista aikaväliltä 01.01.2003-31.12.2006. Empiiriset tulokset osoittavat, että strukturaalisten mallien mukaiset tekijät selittävät vain pienen osan tuottoeron muutoksista yli ajan. Toisaalta nämä teoreettiset tekijät selittävät huomattavasti paremmin tuottoeron vaihtelua yli poikkileikkauksen. Muut kuin teoreettiset tekijät pystyvät selittämään suuren osan tuottoeron vaihtelusta. Erityisen tärkeäksi tuottoeron selittäväksi tekijäksi osoittautui yleinen riskipreemio velkakirjamarkkinoilla. Tulokset osoittavat, että luottoriskin hinnoittelumalleja on kehitettävä edelleenniin, että ne ottaisivat huomioon yrityskohtaisten tekijöiden lisäksi myös markkinalaajuisia tekijöitä.