Audit report on the Rathbun Area Solid Waste Commission for the year ended June 30, 2010

Audit report on the Rathbun Area Solid Waste Commission for the year ended June 30, 2010

Audit report on the Butler County Solid Waste Commission for the year ended June 30, 2010

Audit report on the Butler County Solid Waste Commission for the year ended June 30, 2010

Audit report on the Pocahontas County Solid Waste Commission for the year ended June 30, 2010

Audit report on the Pocahontas County Solid Waste Commission for the year ended June 30, 2010

Audit report on the Shelby County Area Solid Waste Agency for the year ended June 30, 2010

Audit report on the Shelby County Area Solid Waste Agency for the year ended June 30, 2010

Audit report on the Crawford County Area Solid Waste Agency Commission for the year ended June 30, 2010

Audit report on the Crawford County Area Solid Waste Agency Commission for the year ended June 30, 2010

Audit report on the Great River Regional Waste Authority for the year ended June 30, 2010

Audit report on the Great River Regional Waste Authority for the year ended June 30, 2010

Audit report on the Delaware County Solid Waste Disposal Commission for the year ended June 30, 2010

Audit report on the Delaware County Solid Waste Disposal Commission for the year ended June 30, 2010

Audit report on the Jones County Solid Waste Management Commission for the year ended June 30, 2010

Audit report on the Jones County Solid Waste Management Commission for the year ended June 30, 2010

Audit report on the Wayne-Ringgold-Decatur County Solid Waste Management Commission for the year ended June 30, 2010

Audit report on the Wayne-Ringgold-Decatur County Solid Waste Management Commission for the year ended June 30, 2010

Optimal Usage of De-Icing Chemicals when Scraping Ice, November 2003

One of the challenges that faces the winter maintainer is how much chemical to apply to the road under given conditions. Insufficient chemical can lead to the road surface becoming slick, and the road thus becoming unsafe. In all likelihood, additional applications will have to be made, requiring additional effort and use of resources. However, too much chemical can also be bad. While an excess of chemical will ensure (in most circumstances) that a safe road condition is achieved, it may also result in a substantial waste of chemical (with associated costs for this waste) and in ancillary damage to the road itself and to the surrounding environment. Ideally, one should apply what might be termed the “goldilocks” amount of chemical to the road: Not too much, and not too little, but just right. Of course the reality of winter maintenance makes achieving the “goldilocks” application rate somewhat of a fairy tale. In the midst of a severe storm, when conditions are poor and getting worse, the last thing on a plow operator’s mind is a minute adjustment in the amount of chemical being applied to the road. However, there may be considerable benefit and substantial savings to be achieved if chemical applications can be optimized to some degree, so that wastage is minimized without compromising safety. The goal of this study was to begin to develop such information through a series of laboratory studies in which the force needed to scrape ice from concrete blocks was measured, under a variety of chemical application conditions.

Audit report on the Shelby County Area Solid Waste Agency for the year ended June 30, 2011

Audit report on the Shelby County Area Solid Waste Agency for the year ended June 30, 2011

Audit report on the Butler County Solid Waste Commission for the year ended June 30, 2011

Audit report on the Butler County Solid Waste Commission for the year ended June 30, 2011

Audit report on the Rathbun Area Solid Waste Commission for the year ended June 30, 2011

Audit report on the Rathbun Area Solid Waste Commission for the year ended June 30, 2011

A Laboratory Investigation into the Effects of the Aggregated Related Facts of Critical VMA in Asphalt Paving Mixtures, June 2000

This report summarizes research conducted at Iowa State University on behalf of the Iowa Department of Transportation, focusing on the volumetric state of hot-mix asphalt (HMA) mixtures as they transition from stable to unstable configurations. This has raditionally been addressed during mix design by meeting a minimum voids in the mineral aggregate (VMA) requirement, based solely upon the nominal maximum aggregate size without regard to other significant aggregate-related properties. The goal was to expand the current specification to include additional aggregate properties, e.g., fineness modulus, percent crushed fine and coarse aggregate, and their interactions. The work was accomplished in three phases: a literature review, extensive laboratory testing, and statistical analysis of test results. The literature review focused on the history and development of the current specification, laboratory methods of identifying critical mixtures, and the effects of other aggregate-related factors on critical mixtures. The laboratory testing involved three maximum aggregate sizes (19.0, 12.5, and 9.5 millimeters), three gradations (coarse, fine, and dense), and combinations of natural and manufactured coarse and fine aggregates. Specimens were compacted using the Superpave Gyratory Compactor (SGC), conventionally tested for bulk and maximum theoretical specific gravities and physically tested using the Nottingham Asphalt Tester (NAT) under a repeated load confined configuration to identify the transition state from sound to unsound. The statistical analysis involved using ANOVA and linear regression to examine the effects of identified aggregate factors on critical state transitions in asphalt paving mixtures and to develop predictive equations. The results clearly demonstrate that the volumetric conditions of an HMA mixture at the stable unstable threshold are influenced by a composite measure of the maximum aggregate size and gradation and by aggregate shape and texture. The currently defined VMA criterion, while significant, is seen to be insufficient by itself to correctly differentiate sound from unsound mixtures. Under current specifications, many otherwise sound mixtures are subject to rejection solely on the basis of failing to meet the VMA requirement. Based on the laboratory data and statistical analysis, a new paradigm to volumetric mix design is proposed that explicitly accounts for aggregate factors (gradation, shape, and texture).

Audit report on the Great River Regional Waste Authority for the year ended June 30, 2011

Audit report on the Great River Regional Waste Authority for the year ended June 30, 2011