Audit report on the South Central Iowa Regional E-911 Service Board for the year ended June 30, 2014

Audit report on the South Central Iowa Regional E-911 Service Board for the year ended June 30, 2014

Investigation of Rapid Thermal Analysis Procedures for Prediction of the Service Life of PCCP Carbonate Coarse Aggregate, HR-337, 1993

The major objective of this research project was to use thermal analysis techniques in conjunction with x-ray analysis methods to identify and explain chemical reactions that promote aggregate related deterioration in portland cement concrete. Twenty-two different carbonate aggregate samples were subjected to a chemical testing scheme that included: • bulk chemistry (major, minor and selected trace elements) • bulk mineralogy (minor phases concentrated by acid extraction) • solid-solution in the major carbonate phases • crystallite size determinations for the major carbonate phases • a salt treatment study to evaluate the impact of deicer salts Test results from these different studies were then compared to information that had been obtained using thermogravimetric analysis techniques. Since many of the limestones and dolomites that were used in the study had extensive field service records it was possible to correlate many of the variables with service life. The results of this study have indicated that thermogravimetric analysis can play an important role in categorizing carbonate aggregates. In fact, with modern automated thermal analysis systems it should be possible to utilize such methods on a quality control basis. Strong correlations were found between several of the variables that were monitored in this study. In fact, several of the variables exhibited significant correlations to concrete service life. When the full data set was utilized (n = 18), the significant correlations to service life can be summarized as follows ( a = 5% level): • Correlation coefficient, r, = -0.73 for premature TG loss versus service life. • Correlation coefficient, r, = 0.74 for relative crystallite size versus service life. • Correlation coefficient, r, = 0.53 for ASTM C666 durability factor versus service life. • Correlation coefficient, r, = -0.52 for acid-insoluble residue versus service life. Separation of the carbonate aggregates into their mineralogical categories (i.e., calcites and dolomites) tended to increase the correlation coefficients for some specific variables (r sometimes approached 0.90); however, the reliability of such correlations was questionable because of the small number of samples that were present in this study.

Audit report on the Regional Utility Service Systems Commission for the year ended June 30, 2014

Audit report on the Regional Utility Service Systems Commission for the year ended June 30, 2014

Audit report on the South Central Iowa Regional E-911 Service Board for the year ended June 30, 2005

Audit report on the South Central Iowa Regional E-911 Service Board for the year ended June 30, 2005

Audit report on the South Central Iowa Regional E-911 Service Board for the year ended June 30, 2004

Audit report on the South Central Iowa Regional E-911 Service Board for the year ended June 30, 2004

Audit report on the South Central Iowa Regional E-911 Service Board for the year ended June 30, 2015

Audit report on the South Central Iowa Regional E-911 Service Board for the year ended June 30, 2015

A Comparative Study: Service Animals and Emotional Support Animals under the Fair Housing Act and the Americans with Disabilities Act & An Overview of Assistance Animal Laws of Select States, April 18, 2010

The Americans with Disabilities Act (ADA) and the Fair Housing Act (FHA) prohibit discrimination on the basis of disability and govern the use of service or emotional support animals in places where pets may not be permitted. However, courts have been struggling with how to define and treat animals that qualify for protection under each law. This has created confusion as to what rights and duties are owed disabled persons and the animals that live with or accompany them. This essay attempts to clarify these two federal laws with regard to service or emotional support animals and the differing parties‘ rights and interests. It also includes an overview of select state laws that govern assistance animals of all types and our recommendations for enhancing the Iowa Civil Rights Act.

Report on a special investigation of the City of Garwin Ambulance Service for the period July 1, 2010 through March 31, 2015

Report on a special investigation of the City of Garwin Ambulance Service for the period July 1, 2010 through March 31, 2015

Midwest Regional Rail Passenger Initiative and Passenger Rail Service in Iowa status report

This report provides the status of the Passenger Rail Service Revolving Fund and the development and operation of the Midwest regional rail system and the state’s passenger rail service.

Iowa Department of Public Health: SFY 2015 Annual County Service Contract Listing, 2016

Iowa Department of Public Health SFY 2015 Annual County Service Contract Listing. This publication strives to identify all service contracts administered by the Iowa Department of Public Health during the period of July 1, 2014 through June 30, 2015. Contracts may have been increased or decreased, and contract titles changed during the published period. Contracts listed in this summary are shown in alphabetical order by contractor within the county. Interdepartmental Agreements with state government agencies are at the back of the listing. Each page is divided into eight columns which identify the following: column 1: the county of the contractor; column 2: the contractor; column 3: the contract number; column 4: the contract title; column 5: the contract amount; column 6: the funding source; column 7: the start date of the contract and column 8: the end date of the contract.

Service Station Sales in Eight Iowa Cities, 1963

What is the trend in service station sales and how does a change in the traffic pattern affect this trend? This report is a study of service station sales in eight Iowa cities that are experiencing changes in traffic patterns. The cities are: 1. Albia 2. Boone 3. Chariton 4. Decorah 5. Grinnell 6. Jefferson 7. Newton 8. Stuart. The Interstate Highway by-passes Newton, Grinnell and Stuart. Primary highways are being relocated around Boone, Decorah, and Albia. Primary highway relocations have been completed around Chariton and Jefferson.

Audit report on the Appanoose County Service Agency in Centerville, Iowa for the year ended June 30, 2015

Audit report on the Appanoose County Service Agency in Centerville, Iowa for the year ended June 30, 2015

Investigation of Rapid Thermal Analysis Procedures for Prediction of the Service Life of PCCP Carbonate Coarse Aggregate: Phase I, Progress Report, HR-337, 1992

The major objective of this research project is to utilize thermal analysis techniques in conjunction with x-ray analysis methods to identify and explain chemical reactions that promote aggregate related deterioration in Portland cement concrete. The first year of this project has been spent obtaining and analyzing limestone and dolomite samples that exhibit a wide range of field service performance. Most of the samples chosen for the study also had laboratory durability test information (ASTM C 666, method B) that was readily available. Preliminary test results indicate that a strong relationship exists between the average crystallite size of the limestone (calcite) specimens and their apparent decomposition temperatures as measured by thermogravimetric analysis. Also, premature weight loss in the thermogravimetric analysis tests appeared to be related to the apparent decomposition temperature of the various calcite test specimens.

Ultimate Load Behavior of Full-Scale Highway Truss Bridges: Phase II - Service Load and Supplementary Tests, Interim Report, HR-169, 1975

As a result of the construction of the Saylorville Dam and Reservoir on the Des Moines River, six highway bridges crossing the river were scheduled for removal. Two of these were incorporated into a comprehensive test program to study the behavior of old pin-connected high-truss single-lane bridges. The test program consisted of ultimate load tests, service load tests and a supplementary test program. The results reported in this report cover the service load tests on the two bridges as well as the supplementary tests, both static and fatigue, of eyebar members removed from the two bridges. The field test results of the service loading are compared with theoretical results of the truss analysis.