Iowa Department of Human Services - Case Management Unit, Independent Auditor's Reports Basic Financial Statements and Supplementary Information, June 30, 2003

State Agency Audit Report

Audit Report on Indian Hills Community College in Ottumwa, Iowa for the year ended June 30, 2006

Audit report on Indian Hills Community College in Ottumwa, Iowa for the year ended June 30, 2006.

Audit report on Indian Hills Community College in Ottumwa, Iowa for the year ended June 30, 2007

Audit report on Indian Hills Community College in Ottumwa, Iowa for the year ended June 30, 2007

Audit report on Indian Hills Community College in Ottumwa, Iowa for the year ended June 30, 2008

Audit report on Indian Hills Community College in Ottumwa, Iowa for the year ended June 30, 2008

Audit report on Indian Hills Community College in Ottumwa, Iowa for the year ended June 30, 2009

Audit report on Indian Hills Community College in Ottumwa, Iowa for the year ended June 30, 2009

Audit report on Indian Hills Community College in Ottumwa, Iowa for the year ended June 30, 2011

Audit report on Indian Hills Community College in Ottumwa, Iowa for the year ended June 30, 2011

Audit report on Indian Hills Community College in Ottumwa, Iowa for the year ended June 30, 2012

Audit report on Indian Hills Community College in Ottumwa, Iowa for the year ended June 30, 2012

Audit report on Indian Hills Community College in Ottumwa, Iowa for the year ended June 30, 2013

Audit report on Indian Hills Community College in Ottumwa, Iowa for the year ended June 30, 2013

Longitudinal Grinding and Transverse Grooving to Improve Frictional and Profile Properties, HR-1035, 1983

There are many miles of portland cement concrete pavement in Iowa that due to normal wear, and in some cases accelerated wear from studded tires, the surface has become polished resulting in less than desirable friction values. Retexturing the surface may be an economical way to re-establish desirable friction values. Retexturing by grinding with diamond blades and transverse grooving with diamond blades are two methods of rehabilitating p.c.c. surfaces. MU Inc. of Lebanan, Tennessee proposed to provide without charge to the Iowa Department of Transportation, one 1500 ft x 12 ft section each of three methods of texturing. They are longitudinal grinding, transverse grooving and longitudinal grinding followed by transverse grooving. A section of 1500 feet is needed to properly evaluate a texturing method. It was decided by Iowa DOT personnel that due to possible differential friction it would be undesirable to texture only one lane. The decision was made to do test sections of 1500 ft x 24 ft with the cost of the additional texturing paid by the Iowa DOT. Iowa also has areas where the p.c.c. pavement has faulted at the joints and cracks which results in poor riding quality. Methods of correcting the faulting are to underseal the pavement where needed and/or grinding the surface to eliminate the faulted areas. It was decided to include in this research project a section for profiling by grinding.

Audit report on Indian Hills Community College in Ottumwa, Iowa for the year ended June 30, 2014

Audit report on Indian Hills Community College in Ottumwa, Iowa for the year ended June 30, 2014

Highway Work Zone Capacity Estimation Using Field Data from Kansas, TPF-5(081), 2015

Although extensive research has been conducted on urban freeway capacity estimation methods, minimal research has been carried out for rural highway sections, especially sections within work zones. This study attempted to fill that void for rural highways in Kansas, by estimating capacity of rural highway work zones in Kansas. Six work zone locations were selected for data collection and further analysis. An average of six days’ worth of field data was collected, from mid-October 2013 to late November 2013, at each of these work zone sites. Two capacity estimation methods were utilized, including the Maximum Observed 15-minute Flow Rate Method and the Platooning Method divided into 15-minute intervals. The Maximum Observed 15-minute Flow Rate Method provided an average capacity of 1469 passenger cars per hour per lane (pcphpl) with a standard deviation of 141 pcphpl, while the Platooning Method provided a maximum average capacity of 1195 pcphpl and a standard deviation of 28 pcphpl. Based on observed data and analysis carried out in this study, the suggested maximum capacity can be considered as 1500 pcphpl when designing work zones for rural highways in Kansas. This proposed standard value of rural highway work zone capacity could be utilized by engineers and planners so that they can effectively mitigate congestion at or near work zones that would have otherwise occurred due to construction/maintenance.

Audit report on Indian Hills Community College in Ottumwa, Iowa for the year ended June 30, 2015

Audit report on Indian Hills Community College in Ottumwa, Iowa for the year ended June 30, 2015