Iowa Department of Transportation, Contracts Accepted, April 4, 2011

Contracts Accepted by Iowa Department of Transportation

Iowa Department of Transportation, Contracts Accepted, March 21, 2011

Contracts Accepted by Iowa Department of Transportation

Iowa Department of Transportation, Contracts Accepted, March 28, 2011

Contracts Accepted by Iowa Department of Transportation

Contracts Accepted, Iowa Department of Transportation, March 28, 2011

Contracts Accepted for letting reports from the Iowa Department of Transportation.

Contracts Accepted, Iowa Department of Transportation, April 4, 2011

Contracts Accepted for letting reports from the Iowa Department of Transportation.

Contracts Accepted, Iowa Department of Transportation, April 11, 2011

Contracts Accepted for letting reports from the Iowa Department of Transportation.

Contracts Accepted, Iowa Department of Transportation, April 18, 2011

Contracts Accepted for letting reports from the Iowa Department of Transportation.

Paved Shoulders on Primary Highways in Iowa: An Analysis of Shoulder Surfacing Criteria, Costs, and Benefits, 2001

The value of providing paved shoulders adjacent to many higher volume roadways has been accepted in many states across the country. Iowa’s paved shoulder policy is considerably more conservative than neighboring states, particularly on rural four-lane and high-volume two-lane highways. The objectives of this research are to examine current design criteria for shoulders employed in Iowa and surrounding states, compare benefits and costs of alternative surface types and widths, and make recommendations based on this analysis for consideration in future design policies for primary highway in Iowa. The report finds that many safety and maintenance benefits would result from enhancing Iowa’s paved shoulder and rumble strip design practices for freeways, expressways, and Super 2 highway corridors. The benefits of paved shoulders include reduced numbers of certain crashes, higher capacity potentials, reduced maintenance, enhanced opportunities for other users such as bicyclists, and even possible increased longevity of pavements. Alternative paved shoulder policies and programming strategies are also offered, with detailed assessments of the benefits, costs, and budget impacts.

Welcoming New Iowans; A Guide for Christians and Churches, 2002

Immigrant and refugee newcomers have an important role in Iowa. These newcomers have revitalized many Iowa communities, workplaces and faith-based institutions. The arrival of immigrants and refugees poses challenges as well as rewards; understanding and addressing these issues is vital to welcoming and accommodating new Iowans and assuring their part in the long-term economic and social health of our state. This handbook represents a unique collaboration between the University of Northern Iowa (UNI) and Ecumenical Ministries of Iowa (EMI). The goal of this collaboration is to create a guidebook for Iowans to learn more about Iowa’s growing immigrant and refugee population and discover ways to welcome these newcomers and accommodate them in our communities and churches. The unique nature of this joint publication between a public university and Christian churches acknowledges that both institutions have a stake in accommodating immigrants in Iowa. UNI and all institutions of higher education need to support population growth to assure future enrollments. Churches and many other community institutions need immigrants and other newcomers to help maintain their viability. Universities and churches also need healthy local economies. Newcomers can provide much needed skills and labor to make this happen. In short, His collaboration recognizes that making immigration in Iowa work has important long-term implications for us all. This book was written and compiled by two university faculty members, but it is not an official university endorsement of Christianity as the only religion practiced and accepted by Iowans, and no university funds were used to print or distribute this handbook. This handbook is written for Iowa’s Christian community and is based on the Biblical mandate to welcome newcomers, but we acknowledge Iowa’s other religious groups and their role in accommodating newcomers as well. We readily acknowledge that other faith-based organizations also welcome newcomers and have a stake in making immigration a positive experience. In order to accommodate the perspectives and needs of these groups, the UNI New Iowans Program is planning to develop similar handbooks for Iowa’s Jewish and Muslim communities. This handbook includes a number of resource lists for individuals, newcomers, churches and others. Of course, as soon as these lists are printed, they may become out-of-date. In order to obtain the most up-to-date information, please visit the UNI New Iowans Web site: www.bcs.uni.edu/idm/newiowans/ The UNI New Iowans website also makes this handbook available in a PDF format.

Guidelines for the Conversion of Urban Four-Lane Undivided Roadways to Three-Lane Two-Way Left-turn Lane Facilities, April 2001

Four-lane undivided roadways in urban areas can experience a degradation of service and/or safety as traffic volumes increase. In fact, the existence of turning vehicles on this type of roadway has a dramatic effect on both of these factors. The solution identified for these problems is typically the addition of a raised median or two-way left-turn lane (TWLTL). The mobility and safety benefits of these actions have been proven and are discussed in the “Past Research” chapter of this report along with some general cross section selection guidelines. The cost and right-of-way impacts of these actions are widely accepted. These guidelines focus on the evaluation and analysis of an alternative to the typical four-lane undivided cross section improvement approach described above. It has been found that the conversion of a four-lane undivided cross section to three lanes (i.e., one lane in each direction and a TWLTL) can improve safety and maintain an acceptable level of service. These guidelines summarize the results of past research in this area (which is almost nonexistent) and qualitative/quantitative before-and-after safety and operational impacts of case study conversions located throughout the United States and Iowa. Past research confirms that this type of conversion is acceptable or feasible in some situations but for the most part fails to specifically identify those situations. In general, the reviewed case study conversions resulted in a reduction of average or 85th percentile speeds (typically less than five miles per hour) and a relatively dramatic reduction in excessive speeding (a 60 to 70 percent reduction in the number of vehicles traveling five miles per hour faster than the posted speed limit was measured in two cases) and total crashes (reductions between 17 to 62 percent were measured). The 13 roadway conversions considered had average daily traffic volumes of 8,400 to 14,000 vehicles per day (vpd) in Iowa and 9,200 to 24,000 vehicles per day elsewhere. In addition to past research and case study results, a simulation sensitivity analysis was completed to investigate and/or confirm the operational impacts of a four-lane undivided to three-lane conversion. First, the advantages and disadvantages of different corridor simulation packages were identified for this type of analysis. Then, the CORridor SIMulation (CORSIM) software was used x to investigate and evaluate several characteristics related to the operational feasibility of a four-lane undivided to three-lane conversion. Simulated speed and level of service results for both cross sections were documented for different total peak-hour traffic, access densities, and access-point left-turn volumes (for a case study corridor defined by the researchers). These analyses assisted with the identification of the considerations for the operational feasibility determination of a four -lane to three-lane conversion. The results of the simulation analyses primarily confirmed the case study impacts. The CORSIM results indicated only a slight decrease in average arterial speed for through vehicles can be expected for a large range of peak-hour volumes, access densities, and access-point left-turn volumes (given the assumptions and design of the corridor case study evaluated). Typically, the reduction in the simulated average arterial speed (which includes both segment and signal delay) was between zero and four miles per hour when a roadway was converted from a four-lane undivided to a three-lane cross section. The simulated arterial level of service for a converted roadway, however, showed a decrease when the bi-directional peak-hour volume was about 1,750 vehicles per hour (or 17,500 vehicles per day if 10 percent of the daily volume is assumed to occur in the peak hour). Past research by others, however, indicates that 12,000 vehicles per day may be the operational capacity (i.e., level of service E) of a three-lane roadway due to vehicle platooning. The simulation results, along with past research and case study results, appear to support following volume-related feasibility suggestions for four-lane undivided to three-lane cross section conversions. It is recommended that a four-lane undivided to three-lane conversion be considered as a feasible (with respect to volume only) option when bi-directional peak-hour volumes are less than 1,500 vehicles per hour, but that some caution begin to be exercised when the roadway has a bi-directional peak-hour volume between 1,500 and 1,750 vehicles per hour. At and above 1,750 vehicles per hour, the simulation indicated a reduction in arterial level of service. Therefore, at least in Iowa, the feasibility of a four-lane undivided to three-lane conversion should be questioned and/or considered much more closely when a roadway has (or is expected to have) a peak-hour volume of more than 1,750 vehicles. Assuming that 10 percent of the daily traffic occurs during the peak-hour, these volume recommendations would correspond to 15,000 and 17,500 vehicles per day, respectively. These suggestions, however, are based on the results from one idealized case xi study corridor analysis. Individual operational analysis and/or simulations should be completed in detail once a four-lane undivided to three-lane cross section conversion is considered feasible (based on the general suggestions above) for a particular corridor. All of the simulations completed as part of this project also incorporated the optimization of signal timing to minimize vehicle delay along the corridor. A number of determination feasibility factors were identified from a review of the past research, before-and-after case study results, and the simulation sensitivity analysis. The existing and expected (i.e., design period) statuses of these factors are described and should be considered. The characteristics of these factors should be compared to each other, the impacts of other potentially feasible cross section improvements, and the goals/objectives of the community. The factors discussed in these guidelines include • roadway function and environment • overall traffic volume and level of service • turning volumes and patterns • frequent-stop and slow-moving vehicles • weaving, speed, and queues • crash type and patterns • pedestrian and bike activity • right-of-way availability, cost, and acquisition impacts • general characteristics, including - parallel roadways - offset minor street intersections - parallel parking - corner radii - at-grade railroad crossings xii The characteristics of these factors are documented in these guidelines, and their relationship to four-lane undivided to three-lane cross section conversion feasibility identified. This information is summarized along with some evaluative questions in this executive summary and Appendix C. In summary, the results of past research, numerous case studies, and the simulation analyses done as part of this project support the conclusion that in certain circumstances a four-lane undivided to three-lane conversion can be a feasible alternative for the mitigation of operational and/or safety concerns. This feasibility, however, must be determined by an evaluation of the factors identified in these guidelines (along with any others that may be relevant for a individual corridor). The expected benefits, costs, and overall impacts of a four-lane undivided to three-lane conversion should then be compared to the impacts of other feasible alternatives (e.g., adding a raised median) at a particular location.

Managing Quality under Heterogeneous Consumer Demand and Product Quality, October 2005

Based on accepted advances in the marketing, economics, consumer behavior, and satisfaction literatures, we develop a micro-foundations model of a firm that needs to manage the quality of a product that is inherently heterogeneous in the presence of varying customer tastes or expectations for quality. Our model blends elements of the returns to quality, customer lifetime value, and service profit chain approaches to marketing. The model is then used to explain several empirical results pertaining to the marketing literature by explicitly articulating the trade-offs between customer satisfaction and costs (including opportunity costs) of quality. In this environment firms will find it optimal to allow some customers to go unsatisfied. We show that the relationship between the expected number of repeated purchases by an individual customer is endogenous to the choice of quality by the firm, indicating that the number of purchases cannot be chosen freely to estimate a customer’s lifetime value.

Design Guide and Construction Specifications for National Pollutant Discharge Elimination System (NPDES) Site Runoff Control, 2006

According to the 1972 Clean Water Act, the Environmental Protection Agency (EPA) established a set of regulations for the National Pollutant Discharge Elimination System (NPDES). The purpose of these regulations is to reduce pollution of the nation’s waterways. In addition to other pollutants, the NPDES regulates stormwater discharges associated with industrial activities, municipal storm sewer systems, and construction sites. Phase II of the NPDES stormwater regulations, which went into effect in Iowa in 2003, applies to construction activities that disturb more than one acre of ground. The regulations also require certain communities with Municipal Separate Storm Sewer Systems (MS4) to perform education, inspection, and regulation activities to reduce stormwater pollution within their communities. Iowa does not currently have a resource to provide guidance on the stormwater regulations to contractors, designers, engineers, and municipal staff. The Statewide Urban Design and Specifications (SUDAS) manuals are widely accepted as the statewide standard for public improvements. The SUDAS Design manual currently contains a brief chapter (Chapter 7) on erosion and sediment control; however, it is outdated, and Phase II of the NPDES stormwater regulations is not discussed. In response to the need for guidance, this chapter was completely rewritten. It now escribes the need for erosion and sediment control and explains the NPDES stormwater regulations. It provides information for the development and completion of Stormwater Pollution Prevention Plans (SWPPPs) that comply with the stormwater regulations, as well as the proper design and implementation of 28 different erosion and sediment control practices. In addition to the design chapter, this project also updated a section in the SUDAS Specifications manual (Section 9040), which describes the proper materials and methods of construction for the erosion and sediment control practices.

Iowa Comprehensive Annual Financial Report, 2006

In accordance with Iowa Code Section 8A.502(8) we are pleased to submit the Comprehensive Annual Financial Report (CAFR) for the State of Iowa for the fiscal year ended June 30, 2006. As required by State statute, this report has been prepared in accordance with U.S. generally accepted accounting principles (GAAP) for governments as promulgated by the Governmental Accounting Standards Board (GASB). The report is presented in three sections as follows: • The Introductory Section includes this transmittal letter, the Government Finance Officers Association (GFOA) Certificate of Achievement for the fiscal year 2005 CAFR, an organizational chart of State government, and a list of principal State officials. • The Financial Section contains the independent auditor’s report on the Basic Financial Statements, Management’s Discussion and Analysis (MD&A), the Basic Financial Statements, and Notes to the Financial Statements. The Financial Section also contains Required Supplementary Information (RSI), other than the MD&A, and supplementary information in the form of combining financial statements and schedules. • The Statistical Section includes financial trend information, revenue capacity information, debt capacity information, demographic and economic information, and operating information. The Department of Administrative Services is responsible for both the accuracy of the presented data, and the completeness and fairness of the presentation. We believe the information presented is accurate in all material respects and the necessary disclosures have been made which enable the reader to obtain an understanding of the State’s financial activity.

Iowa Comprehensive Annual Financial Report, 1997

In accordance with Iowa Code Section421.3(5), we are please to sbmit the Comprehensive Annual Finanical Report (CAFR) for the State of iowa for the fiscal year ended June 30, 1997. The Department of Revenue and Finance is responsible for both the accuracy in all materials respects and the necessary disclosures have been made which enable the reader to obtain an understanding of the State's finanical activity. This report is prepared in accordance with generally accepted accountinfg principles (GAAP) for governments Standards Board (GASB).

Iowa Comprehensive Annual Financial Report, 1998

In accordance with Iowa Code Section421.3(5), we are please to submit the Comprehensive Annual Financial Report (CAFR) for the State of Iowa for the fiscal year ended June 30, 1998. The Department of Revenue and Finance is responsible for both the accuracy in all materials respects and the necessary disclosures have been made which enable the reader to obtain an understanding of the State's financial activity. This report is prepared in accordance with generally accepted accounting principles (GAAP) for governments Standards Board (GASB).