City of Red Oak, June 30, 2002

City Audit Report

City of Red Oak, June 30, 2003

City Audit Report

City of Red Oak, Independent Auditor's Reports, Basic Financial Statements and Supplementary Information, Schedule of Findings, June 30, 2004

City Audit Report

Natural Regeneration of Oak in Iowa, December 1998

The oak and oak/hickory forests make up about 46% of Iowa's forestland. Approximately a third of these woodlands have adequate oak regeneration for the woodlands of the future. This report explains what is happening with Iowa's forestland.

City of Red Oak, Independent Auditor's Reports, Basic Financial Statements and Supplementary Information, Schedule of Findings, June 30, 2005

City Audit Report

Audit report on the City of Red Oak, Iowa for the year ended June 30, 2006

Audit report on the City of Red Oak, Iowa for the year ended June 30, 2006.

Audit report on the City of Red Oak, Iowa for the year ended June 30, 2007

Audit report on the City of Red Oak, Iowa for the year ended June 30, 2007

Audit report on the City of Red Oak, Iowa for the year ended June 30, 2008

Audit report on the City of Red Oak, Iowa for the year ended June 30, 2008

Audit report on the City of Red Oak, Iowa for the year ended June 30, 2009

Audit report on the City of Red Oak, Iowa for the year ended June 30, 2009

Audit report on the City of Red Oak, Iowa for the year ended June 30, 2010

Audit report on the City of Red Oak, Iowa for the year ended June 30, 2010

Audit report on the City of Red Oak, Iowa for the year ended June 30, 2011

Audit report on the City of Red Oak, Iowa for the year ended June 30, 2011

Audit report on the City of Red Oak, Iowa for the year ended June 30, 2012

Audit report on the City of Red Oak, Iowa for the year ended June 30, 2012

Audit report on the City of Red Oak, Iowa for the year ended June 30, 2013

Audit report on the City of Red Oak, Iowa for the year ended June 30, 2013

Audit report on the City of Red Oak, Iowa for the year ended June 30, 2014

Audit report on the City of Red Oak, Iowa for the year ended June 30, 2014

Live Load Deflections in a Prestressed Steel Beam Bridge, HR-74, 1963

This report describes the measurement of dynamic (live load) deflections in a 240' x 30' three span continuous prestressed steel bridge, skewed 30 degrees. The design assumptions and prestressing procedure are described briefly, and the instrumentation and loading are discussed. The actual deflections are presented in tabular form, and the deflections due to the design live load are calculated. The maximum deflections are presented as a ratio of the span length, and the further use of prestressed steel beams is recommended.