Iowa's Hidden Water Resources, 2001

Water fact sheet for Iowa Department of Natural Resources and the Geological Bureau.

Core Analysis of Portland Cement Concrete Slip Formed Barriers, January 2000

Premature deterioration of slip formed portland cement concrete (PCC) barriers is an ongoing problem in the Iowa Primary and Interstate highway system. The requirement to have a concrete mix which can be sufficiently pliable to be readily molded into the barrier shape and yet be sufficiently stiff to maintain a true shape and height immediately after molding is difficult to meet. A concrete mix which is stiff enough to maintain its shape immediately after molding is usually difficult to work with. It often contains open or hidden tears and large voids. One way to minimize the molding resistance is by additional vibration. If intensive vibration is applied, the entrapped air voids and tears in the concrete can usually be eliminated, however, in that process, the essential entrained air content can also be lost. In the evaluation of slip formed PCC barriers, it is common to find large voids, tears and a low entrained air content, all contributing to premature deterioration. A study was initiated to evaluate core samples taken from good and from bad appearing areas of various median barriers. Evaluations were done covering visual appearance, construction information, air content and chloride content.

The 411 on Disability Disclosure a Workbook for Youth with Diabillities, 2004

When you opened this workbook, you made an important decision! You made a decision to learn about disability disclosure and what it can mean for you. This workbook provides the expertise about disclosing a disability, and you provide the expertise about yourself. This workbook does not tell you what to do. Rather, it helps you make informed decisions about disclosing your disability, decisions that will affect your educational, employment, and social lives. In fact, making the personal decision to disclose your disability can lead to greater confidence in yourself and your choices. Disclosure is a very personal decision, a decision that takes thought and practice. Both young people with visible disabilities and those with hidden (not readily apparent to others) disabilities can benefit from using this workbook.

The 411 Disability Disclosure: A Workbook for youth with Disabilities,

When you opened this workbook, you made an important decision! You made a decision to learn about disability disclosure and what it can mean for you. This workbook provides the expertise about disclosing a disability, and you provide the expertise about yourself. This workbook does not tell you what to do. Rather, it helps you make informed decisions about disclosing your disability, decisions that will affect your educational, employment, and social lives. In fact, making the personal decision to disclose your disability can lead to greater confidence in yourself and your choices. Disclosure is a very personal decision, a decision that takes thought and practice. Both young people with visible disabilities and those with hidden (not readily apparent to others) disabilities can benefit from using this workbook.

State of Iowa Employee Handbook, Revised October 2003

This is your employee handbook. This information is based on Iowa Department of Administrative Services – Human Resources Enterprise (DAS-HRE) rules and policies. Much of the information in this handbook is also covered in the State’s collective bargaining agreements. Where there are differences between a collective bargaining agreement and this handbook, the collective bargaining agreement prevails for employees covered by the agreement. Where there are differences between this handbook and DAS-HRE rules and policies, DAS-HRE rules and policies prevail. Some of the employee benefit plans described in this handbook are subject to legal requirements concerning reporting and disclosure. This handbook contains highlights of those plans. For complete details about benefit plans, consult the benefit handbooks and the official plan documents. In case of any discrepancy, the official plan documents prevail. Of course, changes in laws may affect the benefit programs described in this handbook. The State of Iowa reserves the right to amend the contents of this handbook at any time without prior notice. The provisions of this handbook and other policies do not establish contractual rights or conditions of employment between the State and its employees.

RAGBRAI Learn about the Land; Day 3, July 2008

Although during much of its geologic history Iowa was part of an interior sea, today what we see on the land surface has been heavily influenced by recent glaciation. Everything from Iowa soils, rivers, lakes, and hills has been influenced by glaciation. Most of Iowa’s bedrock is hidden beneath a thick mantle of deposits from the Cenozoic (i.e., new life) Era, spanning the last 65 million years. Geologists have divided the Cenozoic Era into two periods. These are the Tertiary (1.8-65 million years ago) and Quaternary Periods (recent to 1.8 million years ago). Most geologic records in Iowa are from the Quaternary period, and include glacial till and loess.

The 2009 Rebuild Iowa Bill: Helping Communities Recoved from the Storms of 2008, January, 2009

Helping families, businesses and communities rebuild after the floods and tornadoes of 2008 remains a top priority. That is why Governor Chet Culver has asked for the first bill sent to him by the Iowa General Assembly in 2009 to be the Rebuild Iowa bill: a $43 million measure, funded from Iowa’s historic cash reserves.

State of Iowa Employee Handbook, Revised October 2003

I hope you will find a great deal of challenge and personal satisfaction in your employment with the State. You have an important role in accomplishing the goals of your department and of state government. The State has a proud tradition built on the excellence of its employees and their work. We challenge you to help maintain and improve upon this tradition. You soon will discover that our pride is contagious! As a state employee, it is very important that you always present the best possible image to the public. Remember to act promptly, be courteous, and treat people, our customers, respectfully. Your actions will make a lasting impression .... be sure it is a positive one. This is your employee handbook. This information is based on Iowa Department of Administrative Services – Human Resources Enterprise (DAS-HRE) rules and policies. Much of the information in this handbook is also covered in the State’s collective bargaining agreements. Where there are differences between a collective bargaining agreement and this handbook, the collective bargaining agreement prevails for employees covered by the agreement. Where there are differences between this handbook and DAS-HRE rules and policies, DAS-HRE rules and policies prevail. Some of the employee benefit plans described in this handbook are subject to legal requirements concerning reporting and disclosure. This handbook contains highlights of those plans. For complete details about benefit plans, consult the benefit handbooks and the official plan documents. In case of any discrepancy, the official plan documents prevail. Of course, changes in laws may affect the benefit programs described in this handbook. The State of Iowa reserves the right to amend the contents of this handbook at any time without prior notice. The provisions of this handbook and other policies do not establish contractual rights or conditions of employment between the State and its employees.

Innovative Leak Test for Pavement Joint Seals, Progress Report, HR-318, 1993

Premature failure of concrete pavement contraction joint seals is an ongoing and costly problem for the Iowa Department of Transportation. Several joint seal test sections consisting of variations in sawing methods, joint cleaning techniques, sealant installation, and sealant types have been established over the past few years. Laboratory analysis and field inspections were done as a part of the tests, and core samples were taken for laboratory adhesion pull tests. Such methods often cover specifically small areas and may not expose hidden failures. Some tests are also labor-intensive and destructive, especially that of coring. An innovative, nondestructive, broad coverage joint seal tester that yields quick results has been designed and developed for evaluation of pavement joint seal performance. The Iowa vacuum joint seal tester (IA-VAC) applies a low vacuum above a joint seal that has been spray-covered with a foaming water solution. Any unsealed area or leak that exists along the joint will become quickly and clearly visible by the development of bubbles at the leak point. By analyzing the results from the IA-VAC tests, information on the number and types of leaks can be obtained; such information will help identify the source of the problem and direct efforts toward a solution.

Development of Non-Petroleum Based Binders for Use in Flexible Pavements, TR-594, 2010

Most bituminous adhesives or binders that are used for pavement materials are derived primarily from fossil fuels. With petroleum oil reserves becoming depleted and the drive to establish a bio-based economy, there is a push to produce binders from alternative sources, particularly from biorenewable resources. However, until now, no research has studied the applicability of utilizing bio-oils as a bitumen replacement (100% replacement) in the pavement industry. The main objective of this research was to test various properties of bio-oils in order to determine the applicability of using bio-oils as binders in the pavement industry. The overall conclusions about the applicability of using bio-oils as bio-binders in the pavement industry can be summarized as follows: 1. Bio-oils cannot be used as bio-binders/pavement materials without any heat pre-treatment/upgrading procedure. 2. Current testing standards and specifications, especially Superpave procedures, should be modified to comply with the properties of bio-binders. 3. The temperature range of the viscous behavior for bio-oils may be lower than that of bitumen binders by about 30°–40° C. 4. The rheological properties of the unmodified bio-binders vary in comparison to bitumen binders, but the rheological properties of these modified bio-binders change significantly upon adding polymer modifiers. 5. The high-temperature performance grade for the developed bio-binders may not vary significantly from that of the bitumen binders, but the low-temperature performance grade may vary significantly

Total Cost of Transportation Analysis of Road and Highway Issues, HR-388, 2002

In the administration, planning, design, and maintenance of road systems, transportation professionals often need to choose between alternatives, justify decisions, evaluate tradeoffs, determine how much to spend, set priorities, assess how well the network meets traveler needs, and communicate the basis for their actions to others. A variety of technical guidelines, tools, and methods have been developed to help with these activities. Such work aids include design criteria guidelines, design exception analysis methods, needs studies, revenue allocation schemes, regional planning guides, designation of minimum standards, sufficiency ratings, management systems, point based systems to determine eligibility for paving, functional classification, and bridge ratings. While such tools play valuable roles, they also manifest a number of deficiencies and are poorly integrated. Design guides tell what solutions MAY be used, they aren't oriented towards helping find which one SHOULD be used. Design exception methods help justify deviation from design guide requirements but omit consideration of important factors. Resource distribution is too often based on dividing up what's available rather than helping determine how much should be spent. Point systems serve well as procedural tools but are employed primarily to justify decisions that have already been made. In addition, the tools aren't very scalable: a system level method of analysis seldom works at the project level and vice versa. In conjunction with the issues cited above, the operation and financing of the road and highway system is often the subject of criticisms that raise fundamental questions: What is the best way to determine how much money should be spent on a city or a county's road network? Is the size and quality of the rural road system appropriate? Is too much or too little money spent on road work? What parts of the system should be upgraded and in what sequence? Do truckers receive a hidden subsidy from other motorists? Do transportation professions evaluate road situations from too narrow of a perspective? In considering the issues and questions the author concluded that it would be of value if one could identify and develop a new method that would overcome the shortcomings of existing methods, be scalable, be capable of being understood by the general public, and utilize a broad viewpoint. After trying out a number of concepts, it appeared that a good approach would be to view the road network as a sub-component of a much larger system that also includes vehicles, people, goods-in-transit, and all the ancillary items needed to make the system function. Highway investment decisions could then be made on the basis of how they affect the total cost of operating the total system. A concept, named the "Total Cost of Transportation" method, was then developed and tested. The concept rests on four key principles: 1) that roads are but one sub-system of a much larger 'Road Based Transportation System', 2) that the size and activity level of the overall system are determined by market forces, 3) that the sum of everything expended, consumed, given up, or permanently reserved in building the system and generating the activity that results from the market forces represents the total cost of transportation, and 4) that the economic purpose of making road improvements is to minimize that total cost. To test the practical value of the theory, a special database and spreadsheet model of Iowa's county road network was developed. This involved creating a physical model to represent the size, characteristics, activity levels, and the rates at which the activities take place, developing a companion economic cost model, then using the two in tandem to explore a variety of issues. Ultimately, the theory and model proved capable of being used in full system, partial system, single segment, project, and general design guide levels of analysis. The method appeared to be capable of remedying many of the existing work method defects and to answer society's transportation questions from a new perspective.