Agreed-upon procedures report on the City of Blue Grass, Iowa for the period July 1, 2013 through June 30, 2014

Agreed-upon procedures report on the City of Blue Grass, Iowa for the period July 1, 2013 through June 30, 2014

Agreed-upon procedures report on the City of Bedford, Iowa for the period July 1, 2013 through June 30, 2014

Agreed-upon procedures report on the City of Bedford, Iowa for the period July 1, 2013 through June 30, 2014

Agreed-upon procedures report on the City of Pleasant Plain, Iowa for the period January 1, 2014 through December 31, 2014

Agreed-upon procedures report on the City of Pleasant Plain, Iowa for the period January 1, 2014 through December 31, 2014

Agreed-upon procedures report on the City of Patterson, Iowa for the period December 1, 2013 through November 30, 2014

Agreed-upon procedures report on the City of Patterson, Iowa for the period December 1, 2013 through November 30, 2014

Agreed upon procedures report on the City of Galt, Iowa for the period August 1, 2013 through July 31, 2014

Agreed upon procedures report on the City of Galt, Iowa for the period August 1, 2013 through July 31, 2014

Agreed-upon procedures report on the City of Cambridge, Iowa for the period August 1, 2013 through July 31, 2014

Agreed-upon procedures report on the City of Cambridge, Iowa for the period August 1, 2013 through July 31, 2014

Agreed-upon procedures report on the City of Gilman, Iowa for the period September 1, 2013 through August 31, 2014

Agreed-upon procedures report on the City of Gilman, Iowa for the period September 1, 2013 through August 31, 2014

Agreed-upon procedures report on the City of Mount Ayr, Iowa for the period July 1, 2013 through June 30, 2014

Agreed-upon procedures report on the City of Mount Ayr, Iowa for the period July 1, 2013 through 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.

Use of active personal dosemeters in interventional radiology and cardiology: Tests in laboratory conditions and recommendations - ORAMED project

Active personal dosemeters (APD) have been found to be very efficient tools to reduce occupational doses in many applications of ionizing radiation. In order to be used in interventional radiology and cardiology (IR/IC), APDs should be able to measure low energy photons and pulsed radiation with relatively high instantaneous personal dose equivalent rates. A study concerning the optimization of the use of APDs in IR/IC was performed in the framework of the ORAMED project, a Collaborative Project (2008-2011) supported by the European Commission within its 7th Framework Program. In particular, eight commercial APDs were tested in continuous and pulsed X-ray fields delivered by calibration laboratories in order to evaluate their performances. Most of APDs provide a response in pulsed mode more or less affected by the personal dose equivalent rate, which means they could be used in routine monitoring provided that correction factors are introduced. These results emphasize the importance of adding tests in pulsed mode in type-test procedures for APDs. Some general recommendations are proposed in the end of this paper for the selection and use of APDs at IR/IC workplaces.

Agreed-upon procedures report on the City of Lacona, Iowa for the period December 1, 2013 through November 30, 2014

Agreed-upon procedures report on the City of Lacona, Iowa for the period December 1, 2013 through November 30, 2014

Agreed-upon procedures report on the City of Lansing, Iowa for the period July 1, 2013 through June 30, 2014

Agreed-upon procedures report on the City of Lansing, Iowa for the period July 1, 2013 through June 30, 2014

Agreed-upon procedures report on the City of Armstrong, Iowa for the period October 1, 2013 through September 30, 2014

Agreed-upon procedures report on the City of Armstrong, Iowa for the period October 1, 2013 through September 30, 2014

Optimization and Management of Materials in Earthwork Construction, TR-501, 2010

As a result of forensic investigations of problems across Iowa, a research study was developed aimed at providing solutions to identified problems through better management and optimization of the available pavement geotechnical materials and through ground improvement, soil reinforcement, and other soil treatment techniques. The overall goal was worked out through simple laboratory experiments, such as particle size analysis, plasticity tests, compaction tests, permeability tests, and strength tests. A review of the problems suggested three areas of study: pavement cracking due to improper management of pavement geotechnical materials, permeability of mixed-subgrade soils, and settlement of soil above the pipe due to improper compaction of the backfill. This resulted in the following three areas of study: (1) The optimization and management of earthwork materials through general soil mixing of various select and unsuitable soils and a specific example of optimization of materials in earthwork construction by soil mixing; (2) An investigation of the saturated permeability of compacted glacial till in relation to validation and prediction with the Enhanced Integrated Climatic Model (EICM); and (3) A field investigation and numerical modeling of culvert settlement. For each area of study, a literature review was conducted, research data were collected and analyzed, and important findings and conclusions were drawn. It was found that optimum mixtures of select and unsuitable soils can be defined that allow the use of unsuitable materials in embankment and subgrade locations. An improved model of saturated hydraulic conductivity was proposed for use with glacial soils from Iowa. The use of proper trench backfill compaction or the use of flowable mortar will reduce the potential for developing a bump above culverts.

Stabilization Procedures to Mitigate Edge Rutting for Granular Shoulders - Phase II, TR-591, 2011

A multifaceted investigation was undertaken to develop recommendations for methods to stabilize granular road shoulders with the goal of mitigating edge ruts. Included was reconnaissance of problematic shoulder locations, a laboratory study to develop a method to test for changes in granular material stability when stabilizing agents are used, and the construction of three sets of test sections under traffic at locations with problematic granular shoulders. Full results of this investigation are included in this report and its appendices. This report also presents conclusions and recommendations based on the study results.