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.

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

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.

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

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

Agreed-upon procedures report on the City of Kelley, Iowa for the period November 1, 2013 through October 31, 2014

Agreed-upon procedures report on the City of Kelley, Iowa for the period November 1, 2013 through October 31, 2014

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

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

Development of LRFD Procedures for Bridge Pile Foundations in Iowa, Volume I: An Electronic Database for PIle LOad Tests (PILOT), TR-573, 2011

For well over 100 years, the Working Stress Design (WSD) approach has been the traditional basis for geotechnical design with regard to settlements or failure conditions. However, considerable effort has been put forth over the past couple of decades in relation to the adoption of the Load and Resistance Factor Design (LRFD) approach into geotechnical design. With the goal of producing engineered designs with consistent levels of reliability, the Federal Highway Administration (FHWA) issued a policy memorandum on June 28, 2000, requiring all new bridges initiated after October 1, 2007, to be designed according to the LRFD approach. Likewise, regionally calibrated LRFD resistance factors were permitted by the American Association of State Highway and Transportation Officials (AASHTO) to improve the economy of bridge foundation elements. Thus, projects TR-573, TR-583 and TR-584 were undertaken by a research team at Iowa State University’s Bridge Engineering Center with the goal of developing resistance factors for pile design using available pile static load test data. To accomplish this goal, the available data were first analyzed for reliability and then placed in a newly designed relational database management system termed PIle LOad Tests (PILOT), to which this first volume of the final report for project TR-573 is dedicated. PILOT is an amalgamated, electronic source of information consisting of both static and dynamic data for pile load tests conducted in the State of Iowa. The database, which includes historical data on pile load tests dating back to 1966, is intended for use in the establishment of LRFD resistance factors for design and construction control of driven pile foundations in Iowa. Although a considerable amount of geotechnical and pile load test data is available in literature as well as in various State Department of Transportation files, PILOT is one of the first regional databases to be exclusively used in the development of LRFD resistance factors for the design and construction control of driven pile foundations. Currently providing an electronically organized assimilation of geotechnical and pile load test data for 274 piles of various types (e.g., steel H-shaped, timber, pipe, Monotube, and concrete), PILOT (http://srg.cce.iastate.edu/lrfd/) is on par with such familiar national databases used in the calibration of LRFD resistance factors for pile foundations as the FHWA’s Deep Foundation Load Test Database. By narrowing geographical boundaries while maintaining a high number of pile load tests, PILOT exemplifies a model for effective regional LRFD calibration procedures.