Agreed upon procedures report for evaluating compliance with provisions of IowaCare (Project No 11-W-00189/7) within the Iowa Department of Human Services for the year ended June 30, 2006

Agreed upon procedures report for evaluating compliance with provisions of IowaCare (Project No 11-W-00189/7) within the Iowa Department of Human Services for the year ended June 30, 2006

Audit report of the Iowa Public Employees’ Retirement System (IPERS) as of and for the year ended June 30, 2009

Audit report of the Iowa Public Employees’ Retirement System (IPERS) as of and for the year ended June 30, 2009

Audit report of the Iowa Public Employees' Retirement System (IPERS) as of June 30, 2010 and 2009

Audit report of the Iowa Public Employees' Retirement System (IPERS) as of June 30, 2010 and 2009

Report on applying agreed-upon procedures to the Villisca Municipal Power Plant’s accounting procedures, cash and investment balances and compliance with Code of Iowa requirements for the period February 1, 2007 through December 31, 2010

Report on applying agreed-upon procedures to the Villisca Municipal Power Plant’s accounting procedures, cash and investment balances and compliance with Code of Iowa requirements for the period February 1, 2007 through December 31, 2010

Audit report of the Iowa Public Employees’ Retirement System (IPERS) as of June 30, 2012 and 2011, for the years then ended

Audit report of the Iowa Public Employees’ Retirement System (IPERS) as of June 30, 2012 and 2011, for the years then ended

Audit report of the Iowa Public Employees’ Retirement System (IPERS) as of June 30, 2013 and 2012

Audit report of the Iowa Public Employees’ Retirement System (IPERS) as of June 30, 2013 and 2012

Freeze-Thaw Durability of Concretes with Infilling of Ettringite in Voids, Phase 2, MLR-94-9, 1997

Examination of field portland cement concrete cores, from Iowa pavements with premature deterioration, reveals extensive infilling of calcium sulfate aluminum (CSA) compound in their air voids. A previous study (Phase I) has shown some evidence of the correlation between freeze-thaw durability of concretes and ettringite infilling. To further verify the previous observation, a more extensive experimental program was conducted in this Phase 2 study. A total of 101 concrete mixes were examined. Seven cements, six fly ashes, two water reducers and three coarse aggregates were used in the concrete mixes. Specimens were under moist curing for up to 223 days before being subjected to the freeze-thaw cycling. An environmental treatment consisting of three consecutive wet [70 deg F (21 deg C) in distilled water]/dry [120 deg F (49 deg C) in oven] cycles was applied to some specimens. Immediately prior to the freeze-thaw cycling, most specimens were examined by a low-vacuum scanning electron microscope (SEM) for their microstructure. The results obtained further demonstrate the correlation between concrete freeze-thaw response and CSA compound infilling in the air voids. The extent of the infilling depends on the period of moist curing as well as the wet/dry treatment. The extent of the infilling also relates to materials used. Concrete mixes with extensive infilling are more vulnerable to the freeze-thaw attack. Based on the obtained results, material criteria on cements and fly ashes for mainline paving were proposed for minimizing potential infilling of CSA compound in concrete.

Audit report of the Iowa Public Employees’ Retirement System (IPERS) as of June 30, 2014

Audit report of the Iowa Public Employees’ Retirement System (IPERS) as of June 30, 2014

Study to establish an evaluation system for State of Iowa Merit Employment System classifications on the basis of comparable worth, 1984

This final report establishes an evaluation system for the State of Iowa Merit Employment System classifications on the basis of comparable worth. Included in the report are summaries of the project's objectives, methods, analyses, findings, and recommendations.

Study to establish an evaluation system for State of Iowa Merit Employment System classifications on the basis of comparable worth, Statistical Supplement, 1984

This is the statistical supplement to the final report of the study to establish an evaluation system for State of Iowa Merit Employment System classifications on the basis of comparable worth.

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

Development of LRFD Procedures for Bridge Pile Foundations in Iowa Volume III: Recommended Resistance Factors with Consideration of Construction Control and Setup, TR-584, 2012

The Federal Highway Administration (FHWA) mandated utilizing the Load and Resistance Factor Design (LRFD) approach for all new bridges initiated in the United States after October 1, 2007. As a result, there has been a progressive move among state Departments of Transportation (DOTs) toward an increased use of the LRFD in geotechnical design practices. For the above reasons, the Iowa Highway Research Board (IHRB) sponsored three research projects: TR-573, TR-583 and TR-584. The research information is summarized in the project web site (http://srg.cce.iastate.edu/lrfd/). Two reports of total four volumes have been published. Report volume I by Roling et al. (2010) described the development of a user-friendly and electronic database (PILOT). Report volume II by Ng et al. (2011) summarized the 10 full-scale field tests conducted throughout Iowa and data analyses. This report presents the development of regionally calibrated LRFD resistance factors for bridge pile foundations in Iowa based on reliability theory, focusing on the strength limit states and incorporating the construction control aspects and soil setup into the design process. The calibration framework was selected to follow the guidelines provided by the American Association of State Highway and Transportation Officials (AASHTO), taking into consideration the current local practices. The resistance factors were developed for general and in-house static analysis methods used for the design of pile foundations as well as for dynamic analysis methods and dynamic formulas used for construction control. The following notable benefits to the bridge foundation design were attained in this project: 1) comprehensive design tables and charts were developed to facilitate the implementation of the LRFD approach, ensuring uniform reliability and consistency in the design and construction processes of bridge pile foundations; 2) the results showed a substantial gain in the factored capacity compared to the 2008 AASHTO-LRFD recommendations; and 3) contribution to the existing knowledge, thereby advancing the foundation design and construction practices in Iowa and the nation.

Audit report of the Iowa Public Employees’ Retirement System (IPERS) as of June 30, 2015

Audit report of the Iowa Public Employees’ Retirement System (IPERS) as of June 30, 2015