266 resultados para Special assessments


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Report on a special investigation of the football program at Lincoln High School within the Des Moines Independent Community School District for the period May 30, 2003 through October 31, 2012

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Addendum to a report on a special investigation of the Iowa Department of Transportation for the period January 29, 1994 through June 30, 2013

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Report on a special investigation of Remsen-Union Family Connections for the period July 1, 2011 through October 31, 2012

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Report on a special investigation of the City of Sloan for the period May 19, 2009 through March 31, 2013

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Special investigation of the Garner Volunteer Ambulance Service for the period July 1, 2011 through June 30, 2012

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Report on a special investigation of the City of Riverside for the period July 1, 2006 through December 31, 2012

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This report presents the results of potential-scour assessments at 130 bridges and estimates of maximum scour at 10 bridges, in Iowa. All of the bridges evaluated in the study are constructed bridges (not culverts) that are sites of active or discontinued streamflow-gaging stations and peak-stage measurement sites. The period of the study was from October 1991 to September 1994. The potential-scour assessments were made using a potential-scour index developed by the U.S. Geological Survey for a study in Tennessee. Higher values of the index suggest a greater likelihood of scour-related problems occurring at a bridge. The estimates of maximum scour were made using scour equations recommended by the Federal Highway Administration. In this study, the long term aggradation or degradation that occurred during the period of streamflow data collection at each site was evaluated. Although the abutment-scour equation predicted deep scour holes at many of the sites, the only significant abutment scour that was measured was erosion of the embankment at the left abutment at one bridge after a flood.

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Research project HR-231, "Special Surface Preparation Prior to Bituminous Overlay", was initiated in 1982 to study the effectiveness of three different crack fillers in extending pavement life. In particular, this project was designed to determine if any of the fillers could substantially reduce the rate of subsurface deterioration and general deterioration of an asphalt pavement at crack locations. This project also sought to determine the effects of the various crack filling procedures on different thicknesses of bituminous overlays. The three fillers, a fly ash slurry, an emulsion, and a rubberized asphalt mixture, were used along with a control section with no crack filler material on a 2.5 mile section of Cerro Gordo Trunk Route S-25 south of the town of Thornton. This report discusses the construction and performance of each filler material and makes recommendations concerning future use of any of the materials used.

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Report on a special investigation of Grange Township for the period January 1, 2006 through November 15, 2013

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Iowa Lottery Retailer Newsletter Special Edition

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Iowa Lottery Action Special Edition Retailer Newsletter

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Iowa Lottery Retailer Newsletter

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Iowa Lottery Retailer Newsletter Special Edition

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Iowa Lottery Retailer Newsletter Special Edition

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Iowa Lottery Retailer Newsletter Special Edition