Audit report on the Rathbun Area Solid Waste Commission for the year ended June 30, 2014

Audit report on the Rathbun Area Solid Waste Commission for the year ended June 30, 2014

Audit report on the Shelby County Area Solid Waste Agency for the year ended June 30, 2014

Audit report on the Shelby County Area Solid Waste Agency for the year ended June 30, 2014

Audit report on the Pocahontas County Solid Waste Commission for the year ended June 30, 2014

Audit report on the Pocahontas County Solid Waste Commission for the year ended June 30, 2014

Audit report on the Crawford County Area Solid Waste Agency Commission for the year ended June 30, 2014

Audit report on the Crawford County Area Solid Waste Agency Commission for the year ended June 30, 2014

Audit report on the North Central Iowa Regional Solid Waste Agency for the year ended June 30, 2014

Audit report on the North Central Iowa Regional Solid Waste Agency for the year ended June 30, 2014

Audit report on the Wayne-Ringgold-Decatur County Solid Waste Management Commission for the year ended June 30, 2014

Audit report on the Wayne-Ringgold-Decatur County Solid Waste Management Commission for the year ended June 30, 2014

Audit report on the Butler County Solid Waste Commission for the year ended June 30, 2014

Audit report on the Butler County Solid Waste Commission for the year ended June 30, 2014

Audit report on the Delaware County Solid Waste Disposal Commission for the year ended June 30, 2014

Audit report on the Delaware County Solid Waste Disposal Commission for the year ended June 30, 2014

Thin Maintenance Surfaces for Municipalities, TR-507, 2007

As streets age, officials must deal with rehabilitating and reconstructing these pavements to maintain a safe and comfortable ride. In light of nationwide budget shortfalls, cost-effective methods of extending pavement service life must be developed or the overall condition of street systems will continue to fall. Thin maintenance surfaces (TMSs) are a set of cost-effective preventive maintenance surfacing techniques that can be used to extend the life of bituminous pavement—pavement built with hot mix asphalt, hot mix asphalt overlays of portland cement concrete pavements, built-up seal coat (chip seal), stabilized materials, or a combination of these. While previous phases of TMS research have provided information about the uses of thin maintenance surfaces in rural settings, urban areas have different road maintenance challenges that should be considered separately. This research provides city street officials with suggestions for TMS techniques that street departments can easily test and include into their current programs. This research project facilitated the construction of TMS test sections in Cedar Rapids, Council Bluffs, and West Des Moines (all urban settings in Iowa). Test section sites and surfaces were selected to suit the needs of municipalities and were applied to roads with an array of various distresses and maintenance needs. Condition surveys of each test section were performed before construction, after construction, and after the first winter to record the amount and severity of existing distress and calculate the pavement condition index. Because conditions of the test sections varied greatly, determining which surface was most successful by comparing case studies was not feasible. However, some general conclusions can be made from this research. TMSs are suitable preventive maintenance techniques for a municipal street department’s program for preserving existing pavements. Careful attention should be paid to proper planning, quality control during construction, aggregate and binder selection, and aggregate embedment in order to support successful TMS application.

Aggregates for Thin Maintenance Surfaces, TR-435, 2003

Important qualities of aggregates used for thin maintenance surface (TMS) include an aggregates wear and skid resistance, shape, gradation, and size. The wear and skid resistance of an aggregate influences the lifetime of the individual aggregate particles, and thus the lifetime of the TMS. A TMS’s effectiveness is impacted by the shape, gradation, and size of the aggregate used for the surfacing material along with the lifetime of the aggregate.

Asphalt Binders for Thin Maintenance Surfaces, TR-435, 2003

Asphalt is used as a binder for thin maintenance surface (TMS) applications because of two key properties, it is waterproof and it adheres relatively well to the aggregate. Since asphalt is too stiff at room temperature to apply to the road surface, it is usually applied as either a cutback asphalt or an asphalt emulsion. The asphalt emulsions can be further divided into high float emulsions, cationic emulsions or polymer-modified binders, which are emulsions with polymers added to them. These types of binders are discussed further below.

Delaware County Solid Waste Disposal Commission, Independent Auditor's Reports, Financial Statement and Required Supplementary Information, Schedule of Findings, June 30, 2006

Other Audit Reports - 28E Organizations

Delaware County Solid Waste Disposal Commission, Independent Auditor's Reports, Financial Statement and Required Supplementary Information, Schedule of Findings, June 30, 2004

Other Audit Reports - 28E Organizations

Audit report on the Rathbun Area Solid Waste Commission for the year ended June 30, 2015

Audit report on the Rathbun Area Solid Waste Commission for the year ended June 30, 2015

Audit report on the Shelby County Area Solid Waste Agency for the year ended June 30, 2015

Audit report on the Shelby County Area Solid Waste Agency for the year ended June 30, 2015