Mills County, Independent Auditor's Reports, Basic Financial Statements and Supplementary Information, Schedule of Findings, June 30, 2004

County Audit Report

Mills County, Independent Auditor's Reports, Basic Financial Statements and Supplementary Information, Schedule of Findings, June 30, 2005

County Audit Report

Audit report on Mills County, Iowa for the year ended June 30, 2006.

Audit report on Mills County, Iowa for the year ended June 30, 2006.

Audit report on Mills County, Iowa for the year ended June 30, 2008

Audit report on Mills County, Iowa for the year ended June 30, 2008

Audit report on Mills County, Iowa for the year ended June 30, 2009

Audit report on Mills County, Iowa for the year ended June 30, 2009

Audit report on Mills County, Iowa for the year ended June 30, 2010

Audit report on Mills County, Iowa for the year ended June 30, 2010

Report on a special investigation of the Lake Mills Community School District for the period July 1, 2005 through December 31, 2010

Report on a special investigation of the Lake Mills Community School District for the period July 1, 2005 through December 31, 2010

Gauge transformations in Einstein-Yang-Mills theories

We discuss the relation between spacetime diffeomorphisms and gauge transformations in theories of the YangMills type coupled with Einsteins general relativity. We show that local symmetries of the Hamiltonian and Lagrangian formalisms of these generally covariant gauge systems are equivalent when gauge transformations are required to induce transformations which are projectable under the Legendre map. Although pure YangMills gauge transformations are projectable by themselves, diffeomorphisms are not. Instead, the projectable symmetry group arises from infinitesimal diffeomorphism-inducing transformations which must depend on the lapse function and shift vector of the spacetime metric plus associated gauge transformations. Our results are generalizations of earlier results by ourselves and by Salisbury and Sundermeyer. 2000 American Institute of Physics.

Audit report on Mills County, Iowa for the year ended June 30, 2011

Audit report on Mills County, Iowa for the year ended June 30, 2011

Report on a special investigation of the Mills County Treasurer’s Office for the period January 1, 2005 through March 31, 2011

Report on a special investigation of the Mills County Treasurer’s Office for the period January 1, 2005 through March 31, 2011

Audit report on Mills County, Iowa for the year ended June 30, 2012

Audit report on Mills County, Iowa for the year ended June 30, 2012

Audit report on Mills County, Iowa for the year ended June 30, 2004

Audit report on Mills County, Iowa for the year ended June 30, 2012

Audit report on Mills County, Iowa for the year ended June 30, 2005

Audit report on Mills County, Iowa for the year ended June 30, 2012

Audit report on Mills County, Iowa for the year ended June 30, 2007

Audit report on Mills County, Iowa for the year ended June 30, 2007

Iowa Development of Rubblized Concrete Pavement Base - Mills County, HR-315, 1995

Iowa counties have tried to rehabilitate deteriorating portland cement concrete (PCC) pavements with standard overlays, placement of engineering fabric, rock, open graded bituminous mixes and cracking and seating. While these methods prolong the life of the road, the cracks in the old pavement have eventually reflected to the surface. One possible alternative for rehabilitating severely deteriorated roads and preventing reflective cracking is the rubblization process. The objective of this research project was to rehabilitate and evaluate a severely deteriorated PCC roadway using a rubblization process. A 3.0 km (1.9 mi) section of L63 in Mills County was selected for this research. The road was divided into 16 sections. A resonate frequency vibration pavement breaker was used to rubblize the existing pavement. The variables of rubblization, drainage, and ACC overlay depths of 75 mm (3 in.), 100 mm (4 in.), and 125 mm (5 in.) were evaluated. The research on rubblized concrete pavement bases support the following conclusions: (1) The rubblization process prevents reflective cracking; (2) Edge drains improved the structural rating of the rubblized roadway; (3) An ACC overlay of 125 mm (5 in.) on a rubblized base provided an excellent roadway regardless of soil and drainage conditions; (4) An ACC overlay of 75 mm (3 in.) on a rubblized base can provide a good roadway if the soil structure below the rubblized base is stable and well drained; and (5) The Road Rater structural ratings of the rubblized test sections for this project are comparable to the nonrubblized test sections.