Quantitative Mapping of Waterways Characteristics at Bridge Sites, TR-569, 2008

Iowa state, county, and city engineering offices expend considerable effort monitoring the state’s approximately 25,000 bridges, most of which span small waterways. In fact, the need for monitoring is actually greater for bridges over small waterways because scour processes are exacerbated by the close proximity of abutments, piers, channel banks, approach embankments, and other local obstructions. The bridges are customarily inspected biennially by the county’s road department bridge inspectors. It is extremely time consuming and difficult to obtain consistent, reliable, and timely information on bridge-waterway conditions for so many bridges. Moreover, the current approaches to gather survey information is not uniform, complete, and quantitative. The methodology and associated software (DIGIMAP) developed through the present project enable a non-intrusive means to conduct fast, efficient, and accurate inspection of the waterways in the vicinity of the bridges and culverts using one technique. The technique combines algorithms image of registration and velocimetry using images acquired with conventional devices at the inspection site. The comparison of the current bridge inspection and monitoring methods with the DIGIMAP methodology enables to conclude that the new procedure assembles quantitative information on the waterway hydrodynamic and morphologic features with considerable reduced effort, time, and cost. It also improves the safety of the bridge and culvert inspections conducted during normal and extreme hydrologic events. The data and information are recorded in a digital format, enabling immediate and convenient tracking of the waterway changes over short or long time intervals.

Wind Loads on Dynamic Message Cabinets and Behavior of Supporting Trusses, TR-612, 2013

Large Dynamic Message Signs (DMSs) have been increasingly used on freeways, expressways and major arterials to better manage the traffic flow by providing accurate and timely information to drivers. Overhead truss structures are typically employed to support those DMSs allowing them to provide wider display to more lanes. In recent years, there is increasing evidence that the truss structures supporting these large and heavy signs are subjected to much more complex loadings than are typically accounted for in the codified design procedures. Consequently, some of these structures have required frequent inspections, retrofitting, and even premature replacement. Two manufacturing processes are primarily utilized on truss structures - welding and bolting. Recently, cracks at welding toes were reported for the structures employed in some states. Extremely large loads (e.g., due to high winds) could cause brittle fractures, and cyclic vibration (e.g., due to diurnal variation in temperature or due to oscillations in the wind force induced by vortex shedding behind the DMS) may lead to fatigue damage, as these are two major failures for the metallic material. Wind and strain resulting from temperature changes are the main loads that affect the structures during their lifetime. The American Association of State Highway and Transportation Officials (AASHTO) Specification defines the limit loads in dead load, wind load, ice load, and fatigue design for natural wind gust and truck-induced gust. The objectives of this study are to investigate wind and thermal effects in the bridge type overhead DMS truss structures and improve the current design specifications (e.g., for thermal design). In order to accomplish the objective, it is necessary to study structural behavior and detailed strain-stress of the truss structures caused by wind load on the DMS cabinet and thermal load on the truss supporting the DMS cabinet. The study is divided into two parts. The Computational Fluid Dynamics (CFD) component and part of the structural analysis component of the study were conducted at the University of Iowa while the field study and related structural analysis computations were conducted at the Iowa State University. The CFD simulations were used to determine the air-induced forces (wind loads) on the DMS cabinets and the finite element analysis was used to determine the response of the supporting trusses to these pressure forces. The field observation portion consisted of short-term monitoring of several DMS Cabinet/Trusses and long-term monitoring of one DMS Cabinet/Truss. The short-term monitoring was a single (or two) day event in which several message sign panel/trusses were tested. The long-term monitoring field study extended over several months. Analysis of the data focused on trying to identify important behaviors under both ambient and truck induced winds and the effect of daily temperature changes. Results of the CFD investigation, field experiments and structural analysis of the wind induced forces on the DMS cabinets and their effect on the supporting trusses showed that the passage of trucks cannot be responsible for the problems observed to develop at trusses supporting DMS cabinets. Rather the data pointed toward the important effect of the thermal load induced by cyclic (diurnal) variations of the temperature. Thermal influence is not discussed in the specification, either in limit load or fatigue design. Although the frequency of the thermal load is low, results showed that when temperature range is large the restress range would be significant to the structure, especially near welding areas where stress concentrations may occur. Moreover stress amplitude and range are the primary parameters for brittle fracture and fatigue life estimation. Long-term field monitoring of one of the overhead truss structures in Iowa was used as the research baseline to estimate the effects of diurnal temperature changes to fatigue damage. The evaluation of the collected data is an important approach for understanding the structural behavior and for the advancement of future code provisions. Finite element modeling was developed to estimate the strain and stress magnitudes, which were compared with the field monitoring data. Fatigue life of the truss structures was also estimated based on AASHTO specifications and the numerical modeling. The main conclusion of the study is that thermal induced fatigue damage of the truss structures supporting DMS cabinets is likely a significant contributing cause for the cracks observed to develop at such structures. Other probable causes for fatigue damage not investigated in this study are the cyclic oscillations of the total wind load associated with the vortex shedding behind the DMS cabinet at high wind conditions and fabrication tolerances and induced stresses due to fitting of tube to tube connections.

Iowa Child Advocacy Board, 2007 Findings

The Iowa Child Advocacy Board (ICAB) is an independent board composed of nine members appointed by the Governor of Iowa and confirmed by the Iowa Senate. ICAB establishes policies and procedures for two volunteer child advocacy programs: the Court Appointed Special Advocate (CASA) program and the Iowa Citizen Foster Care Review Boards programs.

Iowa Child Advocacy Board Annual Report, 2009

The Iowa Child Advocacy Board (ICAB) is an independent board composed of nine members appointed by the Governor of Iowa and confirmed by the Iowa Senate. ICAB establishes policies and procedures for two volunteer child advocacy programs: the Court Appointed Special Advocate (CASA) program and the Iowa Citizen Foster Care Review Boards programs.

Iowa Child Advocacy Board Annual Report, 2010

The Iowa Child Advocacy Board (ICAB) is an independent board composed of nine members appointed by the Governor of Iowa and confirmed by the Iowa Senate. ICAB establishes policies and procedures for two volunteer child advocacy programs: the Court Appointed Special Advocate (CASA) program and the Iowa Citizen Foster Care Review Boards programs.

Iowa Child Advocacy Board Annual Report, 2011

The Iowa Child Advocacy Board (ICAB) is an independent board composed of nine members appointed by the Governor of Iowa and confirmed by the Iowa Senate. ICAB establishes policies and procedures for two volunteer child advocacy programs: the Court Appointed Special Advocate (CASA) program and the Iowa Citizen Foster Care Review Boards programs.

Iowa Child Advocacy Board Annual Report, 2012

The Iowa Child Advocacy Board (ICAB) is an independent board composed of nine members appointed by the Governor of Iowa and confirmed by the Iowa Senate. ICAB establishes policies and procedures for two volunteer child advocacy programs: the Court Appointed Special Advocate (CASA) program and the Iowa Citizen Foster Care Review Boards programs.

Iowa Child Advocacy Board Annual Report, 2006

The Iowa Child Advocacy Board (ICAB) is an independent board composed of nine members appointed by the Governor of Iowa and confirmed by the Iowa Senate. ICAB establishes policies and procedures for two volunteer child advocacy programs: the Court Appointed Special Advocate (CASA) program and the Iowa Citizen Foster Care Review Boards programs.

Iowa Child Advocacy Board Annual Report, 2008

The Iowa Child Advocacy Board (ICAB) is an independent board composed of nine members appointed by the Governor of Iowa and confirmed by the Iowa Senate. ICAB establishes policies and procedures for two volunteer child advocacy programs: the Court Appointed Special Advocate (CASA) program and the Iowa Citizen Foster Care Review Boards programs.

Iowa Child Advocacy Board Recommendations to the Iowa Judicial Branch, February 15, 2008

The Iowa Child Advocacy Board (ICAB) is an independent board composed of nine members appointed by the Governor of Iowa and confirmed by the Iowa Senate. This report is about recommendations to the Iowa Judicial Branch.

Iowa Child Advocacy Board Recommendations to the Iowa General Assembly, February 15, 2008

The Iowa Child Advocacy Board (ICAB) is an independent board composed of nine members appointed by the Governor of Iowa and confirmed by the Iowa Senate. This report is about recommendations to the Iowa General Assembly.

Iowa Child Advocacy Board Recommendations to the Iowa Department of Human Services, February 15, 2008

The Iowa Child Advocacy Board (ICAB) is an independent board composed of nine members appointed by the Governor of Iowa and confirmed by the Iowa Senate. This report is about recommendations to the Iowa General Assembly.

Resistance of genetically modified potatoes to Potato virus Y under field conditions

The objective of this work was to evaluate the resistance of genetically modified clones of potato to Potato virus Y (PVY) under field conditions. Genetically modified plants were compared with nontransformed plants of the same cultivar. The plots were flanked with potato plants infected with both PVYº and PVY N strains (spread lines), in order to provide the experimental area with the source of virus, which was naturally spread by the native aphid population. The experiment was weekly monitored by visual inspections and by DAS-Elisa in the plants produced from the harvested tubers, in order to evaluate the resistance of transgenic plants throughout the plant growth cycle. By the end of the third year, no infection symptoms were observed in the 1P clone; clone 63P showed 1% of infection, in contrast to about 90% of nontransformed plants infected. The stable expression of resistance to PVY provided by the coat protein gene was obtained in genetically modified clones of potato plants cultivar Achat under field conditions, during three consecutive years.

07020-007 Hurley Creek Watershed/McKinley Lake Final Report

The Hurley Creek Watershed is a micro-watershed of approximately 2,211 acres (3.5 square miles), which drains into the Platte River southwest of Creston. The watershed is 64% urban and 36% rural. The urban area includes the bulk of the town of Creston (population 7,597) and the rural area is just north of Creston, which includes the origin of Hurley Creek. Hurley Creek Watershed was examined for improvements following a citizens group in 2004 determined a need and desire to make McKinley Lake, a 65-acre city-owned lake, a quality fishery and viable swimming lake, as it once was. As part of a major park improvement project over ten-plus years, the watershed improvement project is undertaken to reduce pollution entering the lake. In 2006, IOWATER volunteers, under guidance of the town’s consultants, sampled the stream in 8 locations throughout the year, a total of 92 samples. The samples, along with visual inspections of the creek, found three major impairments: 1) high E. Coli levels, 2) severe erosion, and 3) storm water management. Using the Watershed Project Planning Protocol, the consultant and a volunteer committee of interested citizens determined that five physical and three administrative actions should be undertaken. The request will help: identify sources of E. Coli and reduce its delivery into the watershed, control animal access, manage storm water, implement stream-bank stabilization, educate the public, and develop miscellaneous small projects on specific properties.

General and household pest management, category 7A, 1993

This manual was developed for individuals preparing to become certified in Iowa as Commercial Pesticide Applicators in category 7A, General and Household Pest Management. It includes information on inspections, identification and treatment of various pest infestations. Pesticide safety is also covered.