The Collective-Quality Promotion in the Agribusiness Sector: An Overview, October 2005

This paper reviews the economic effects of collective-quality promotion through a survey of the recent literature devoted to common labeling and professional groups. Benefits and costs of common labeling and professional groups for improving quality are detailed. Some empirical facts are presented, mainly focusing on some European examples, since many European countries have a long history of producer-owned marketing programs. This paper shows that in some cases the collective-quality promotion can be a successful strategy for firms/farmers.

Collective Marketing Arrangements for Geographically Differentiated Agricultural Products: Welfare Impacts and Policy Implications, May 2006

This paper examines the incentive of atomistic agricultural producers within a specific geographical region to differentiate and collectively market products. We develop a model that allows us to analyze the market and welfare effects of the main types of real-world producer organizations, using it to derive economic insights regarding the circumstances under which these organizations will evolve, and describing implications of the results obtained in the context of an ongoing debate between the European Union and United States. As the anticipated fixed costs of development and marketing increase and the anticipated size of the market falls, it becomes essential to increase the ability of the producer organization to control supply in order to ensure the coverage of fixed costs. Whenever a collective organization allows a market (with a new product) to exist that otherwise would not have existed there is an increase in societal welfare. Counterintuitively, stronger property right protection for producer organizations may be welfare enhancing even after a differentiated product has been developed. The reason for this somewhat paradoxical result is that legislation aimed at curtailing the market power of producer organizations may induce large technological distortions.

Social dynamics of Water Quality, 2004

Water fact sheet for Iowa Department of Natural Resources and the Geological Bureau.

SPOC Collective Bargaining Agreement 2007-2009, July 2007

This Agreement made and entered into this 1st day of July 2007 at Des Moines, Iowa, pursuant to the provisions of Chapter 20 of the Iowa Code, by and between the State of Iowa (hereinafter referred to as the Employer) and the State Police Officers Council, and its appropriate affiliated sub-organizations (hereinafter referred to as the Council), as representatives of employees employed by the State of Iowa, as set forth specifically in the Recognition Clause.

AFSCME Collective Bargaining Agreement 2007-2009, July 2007

This Agreement made and entered into this 1st day of July 2007, at Des Moines, Iowa, pursuant to the provisions of Chapter 20 of the Code of Iowa, by and between the State of Iowa (hereinafter referred to as the Employer) and the American Federation of State, County, and Municipal Employees, Iowa Public Employees Council 61, AFL-CIO (hereinafter referred to as the Union), and its appropriate affiliated locals, as representatives of employees employed by the State of Iowa, as set forth specifically in Appendix A.

IUP Science Unit collective Bargainging Agreement, July 2007

This Agreement made and entered i into this 1 1st day of July 2007, at Des Moines, Iowa, pursuant to the provisions of Chapter 20 of the Iowa Code, by and between the State of Iowa (hereinafter referred to as the Employer) and UE Local 893/Iowa United Professionals, and its appropriate affiliated locals, as representatives of employees employed by the State of Iowa, as set forth specifically in Appendix A (hereinafter referred to as the Union).

IUP Social Services Collective Bargaining Agreement, July 2007

This agreement made and entered in to this 1st day of July 2007, at Des Moines, Iowa pursuant to the provisions of Chapter 20 of the Iowa code, by and between the State of Iowa (hereinafter referred to as the Employer) and UE Local 893/Iowa United Professionals, and it's appropriate affiliated locals, as representatives of employees employed by the State of Iowa, as set forth specifically in appendix A (hereinafter referred to as the Union).

Iowa's Changing Labor Force Dynamics, 2008

A look at the employment trends in Iowa for up to the next 30 years.

2009-2011 Collective Bargaining Agreement Between State of Iowa and Local 893; Science Unit, July 1, 2009

This Agreement made and entered i into this 1 1st day of July 2009, at Des Moines, Iowa, pursuant to the provisions of Chapter 20 of the Iowa Code, by and between the State of Iowa (hereinafter referred to as the Employer) and UE Local 893/Iowa United Professionals, and its appropriate affiliated locals, as representatives of employees employed by the State of Iowa, as set forth specifically in Appendix A (hereinafter referred to as the Union).

2009-2011 Collective Bargaining Agreement Between State of Iowa and Local 893; Social Services, July 1, 2009

This Agreement made and entered i into this 1 1st day of July 2009, at Des Moines, Iowa, pursuant to the provisions of Chapter 20 of the Iowa Code, by and between the State of Iowa (hereinafter referred to as the Employer) and UE Local 893/Iowa United Professionals, and its appropriate affiliated locals, as representatives of employees employed by the State of Iowa.

Dynamics of Highway Bridges, HR-67, 1961

The AASHO specifications for highway bridges require that in designing a bridge, the live load must be multiplied by an impact factor for which a formula is given, dependent only upon the length of the bridge. This formula is a result of August Wohler's tests on fatigue in metals, in which he determined that metals which are subjected to large alternating loads will ultimately fail at lower stresses than those which are subjected only to continuous static loads. It is felt by some investigators that this present impact factor is not realistic, and it is suggested that a consideration of the increased stress due to vibrations caused by vehicles traversing the span would result in a more realistic impact factor than now exists. Since the current highway program requires a large number of bridges to be built, the need for data on dynamic behavior of bridges is apparent. Much excellent material has already been gathered on the subject, but many questions remain unanswered. This work is designed to investigate further a specific corner of that subject, and it is hoped that some useful light may be shed on the subject. Specifically this study hopes to correlate, by experiment on a small scale test bridge, the upper limits of impact utilizing a stationary, oscillating load to represent axle loads moving past a given point. The experiments were performed on a small scale bridge which is located in the basement of the Iowa Engineering Experiment Station. The bridge is a 25 foot simply supported span, 10 feet wide, supported by four beams with a composite concrete slab. It is assumed that the magnitude of the predominant forcing function is the same as the magnitude of the dynamic force produced by a smoothly rolling load, which has a frequency determined by the passage of axles. The frequency of passage of axles is defined as the speed of the vehicle divided by the axle spacing. Factors affecting the response of the bridge to this forcing function are the bridge stiffness and mass, which determine the natural frequency, and the effects of solid damping due to internal structural energy dissipation.

Report on the Iowa Public Employees’ Retirement System and schedules of employer allocations and collective pension amounts allocated by employer for the year ended June 30, 2014

Report on the Iowa Public Employees’ Retirement System and schedules of employer allocations and collective pension amounts allocated by employer for the year ended June 30, 2014

Report on the Iowa Public Employees’ Retirement System and schedules of employer allocations and collective pension amounts allocated by employer for the year ended June 30, 2013

Report on the Iowa Public Employees’ Retirement System and schedules of employer allocations and collective pension amounts allocated by employer for the year ended June 30, 2013

Collective bargaining in U.S. higher education, 1960-1971 : a selective bibliography, 1972.

This document represents a substantial attempt to survey the literature of labor negotiations as it relates to the faculty in higher education.

Dynamics of Highway Bridges, Iowa Highway Research Board Bulletin 17, 1960

Joint Publications from Iowa Engineering Experiment Station - Bulletin No. 188 and Iowa Highway Research Board - Bulletin No. 17. In the design of highway bridges, the 'static live load is multiplied by a factor to compensate for the dynamic effect of moving vehicles. This factor, commonly referred to as an impact factor, is intended to provide for the dynamic response of the bridge to moving loads and suddenly applied forces. Many investigators have published research which contradicts the current impact formula 1,4,17. Some investigators feel that the problem of impact deals not only with the increase in over-all static live load but that it is an integral part of a dynamic load distribution problem. The current expanded highway program with the large number of bridge structures required emphasizes the need for investigating some of the dynamic behavior problems which have been generally ignored by highway engineers. These problems generally result from the inability of a designer to predict the dynamic response of a bridge structure. Many different investigations have been made of particular portions of the overall dynamic problem. The results of these varied investigations are inevitably followed by a number of unanswered questions. Ironically, many of the unanswered questions are those which are of immediate concern in the design of highway bridges, and this emphasizes the need for additional research on the problem of impact.