vii, 280 p. A print copy of this title is available through the UO Libraries under the call number: SCA Archiv Theses H855 / Adviser: Earl Pomeroy

WRRI 106 is placeholder for the research findings of Project No. G-928-03 funded by U.S. Dept. of the Interior, Geological Survey. Findings are available in Piehl, Bradley T. (1986) An evaluation of culverts on low volume forest roads in the Oregon Coast Range (Masters Thesis, Oregon State University. Forest Engineering) LD43301987.P52.

Construction of highway projects is one of the most important and expensive state government functions. Highway construction projects bring revenue and jobs to the locales in which they are built, in addition to providing a better transportation infrastructure within or between communities, states or nations. In the state of Oregon, its Department of Transportation (ODOT) publishes a document forecasting planned highway construction expenditures for the next six years. This document was called, until recently the six-year highway program; it is the Department's primary programming document for planned highway construction expenditures in the next six years, with updates every two years. More recently the document has been renamed the Statewide Transportation Improvement Program (STIP). The purpose of this study was to examine the distribution of planned highway construction projects within the state of Oregon from 1978 to 1992 by analyzing five selected ODOT six-year programs. Planned highway project expenditures were analyzed statistically, by county, to explain patterns of expenditure by project location, work type, highway level of importance, and changes in these over time. To analyze the significance of proposed highway expenditures by county, the cost of highway projects was compared and statistically measured against county factors such as population, area, total state highway mileage, and vehicle miles traveled (VMT). Data was collected from ODOT, the Oregon Secretary of State and the Center for Population Research and Census. Analysis consisted of simple grouping and sorting by program year, work type, etc., bivariate linear regression, and multiple linear regression. These analyses were performed on individual project data, and project data aggregated to the county level, for each of the five selected ODOT programs. The analyses determined that there was a positive correlation between relatively high programmed highway expenditures, large county populations (and population densities) and high total highway mileages per county in Oregon; in other words, the highway funds went where the people and state highways were. Furthermore, the analysis confirmed relative ranking hypotheses between highway expenditures work types, and the type of highway (LOI) the projects were to be performed on. These two secondary "ranking by type" hypotheses were: 1.) project work type, from most to least expensive: modernization, bridge, preservation, safety, and miscellaneous; 2.) LOI, from highest to least importance: interstate, statewide, regional, and statewide. Observations on the trends of expenditures over time showed that 1.) modernization expenditures in Oregon increased from 1978 to 1988, then declined in 1992 when preservation projects increased; and that 2.) interstate highways in Oregon received the highest funding overall from 1978 to 1988, but that from 1986 onward, statewide highways received more and more funding, and by 1992 were receiving more funding than the interstates.

No studies have evaluated the effects of limited vehicle access on movements, survival and habitat use of Roosevelt elk (Cervus elaphus roosevelti) . We installed twenty gates, restricting motorized vehicle access by the public in seven discrete Road Management Areas (RMAs), comprising 35% of the study area. We radio-tracked 31 cow elk for 13 months in a 38,000 ha area of the Oregon Coast Range. Prior to the installation of the gates, 20 of these elk had been tracked for 14 months, allowing a paired comparison of elk movements and habitat use before and during the limited access period. The percentage of elk home ranges or core areas within the RMAs did not differ between periods, but there was a clear decrease in daily movement of elk during the limited access period. Survival rates increased during the limited access period and declined after the removal of the gates. During the limited access period, there was a significant increase in the use of open, foraging habitats and areas <150 m from roads. We conducted habitat selection analysis on vegetative cover types, distance from roads and distance from water. In general elk use of vegetative cover types was not significantly different from availability (p<0.05). Elk avoided areas <150 m from roads and selected areas >150 m from roads. Elk selected areas <150 m from streams and avoided areas >600 m from streams. Roosevelt elk should benefit from the preferred alternative of the President's forest Plan, which maintains roadless areas near streams. / Graduation date: 1996

The author of the Highway Safety Manual (HSM) Part B developed a predictive method for safety management. A software tool for highway safety system analysis called the SafetyAnalyst is developed basing on HSM Part B. The author describes an effort to evaluate the feasibility of SafetyAnalyst in Oregon. Seven sample highway sections in Oregon are selected to demonstrate the SafetyAnalyst network screening application. The purpose of this research is to assess if the SafetyAnalyst is compatible with current Oregon Department of Transportation (ODOT) databases such as the Highway Inventory Detail Report, Lane Report, etc. The author also presents an effort to identify current data deficiencies and identify a feasible solution for addressing these deficiencies. SafetyAnalyst requires hundreds of input variables. Not all of these variables are included in the current Oregon database. Those input variables that require additional data collection are described as well. This thesis also includes a sensitivity test for input variables to prioritize required variables. Finally, the author determines that the SafetyAnalyst can be used in Oregon. This research also provides a variable priority for the SafetyAnalyst users. / Graduation date: 2012

This research examines the use of archived weigh-in-motion (WIM) data to estimate link-based heavy-vehicle emissions for Oregon highways. This research combined data on vehicle speed, highway grade, and gross vehicle weight and relationship between these elements in published research to estimate the carbon dioxide (CO2) and nitrogen oxide (NOx) emissions from trucks. Sensitivity analysis was conducted on the impact of uphill grade and gross vehicle weight on truck speed and emissions. The results suggest that with the data available in the weigh-in-motion archive and with a reasonable set of assumptions, link-based emissions for heavy-duty vehicles can be estimated. The carbon dioxide (CO2) and nitrogen oxide (NOx) emissions are found to increase when the speed, gross vehicle weight, or road grade increases. The relationship between nitrogen oxide (NOx) emissions and vehicle weight was estimated to be linear. The potential to estimate the link-based heavy-vehicle emissions for Oregon highways using the weigh-in-motion data archive, which was mainly designed to estimate truck counts, has a great value in setting new measures to mitigate the heavy-vehicle emissions.

Between 1913 and 1964, automobile roads appeared throughout the Cascade Mountains around Mount Hood, just east of Portland, Oregon. From elaborate scenic highways to primitive dirt trails, each had its own story. Many of them are gone today, decommissioned and decomposing with the rotting understory soil of the forest. However, some remain as the most utilized spaces in Mount Hood National Forest, one of the most popular public land units for recreation in the country, owned and managed by the United States Forest Service. "Seeing the Forest for the Roads" uncovers the history of why roads were built, who planned them, and how they were used. At the same time, it seeks to answer the question, how do roads shape the way that people view wild nature? As places that are simultaneously easily accessible and "untrammeled," wilderness has much to do with roads. But it has even more to do with the people that envisioned, constructed, and used the roads. The story that follows is divided into four sections, from the Progressive Era, through the Roaring Twenties, New Deal years, and into the mid-twentieth century. It concludes with the Wilderness Act of 1964, a profound, important statement about the relationship between technology, nature, and human beings, which singled out roads as the most visible, damaging threat to the existence of wilderness as modern Americans know it. I argue that in order to understand wilderness as both a legal term and a social construct, scholars must look at the roads themselves, particularly from a local, on-the-ground perspective. In the end, what results is a more nuanced understanding of the twentieth-century history of technology and nature, as well as the social, cultural, and intellectual context that produced both sides of the same coin in wilderness.

Posting advisory speed signs at sharp horizontal curve sites is a practice well established in the United States. The purpose of these signs is to provide the driving public with a safe speed to negotiate such curves; however, the link between these signs and safety has not yet been clearly established. The first manuscript in this dissertation presents an effort to model safety as it relates to curve advisory speed signs. It proposes a statistical model relating crash frequency at 2-lane rural highways in Oregon to curve advisory speed signs and other influential factors. The Advisory Speed Crash Factor (ASCF) emerges as a sub-model that characterizes the safety effect of advisory speed signs. Results indicate that safety may be compromised if the advisory speed is either excessively prohibitive or excessively permissive. The second manuscript extends the use of the proposed ASCF to develop the OSU posting method, a new procedure that procures the "optimal" advisory speed derived from the ASCF. A field validation analysis, also presented in this manuscript, verified the meaningfulness of the proposed ASCF sub-model. The third manuscript outlines another methodology, named 'the Hybrid OSU Posting Method' in an effort to mitigate the well documented variability associated with using the Ball Bank Indicator (BBI). This method determines the advisory speed using the BBI in combination with the ASCF. Though benefits in safety performance and consistency resulted from using the Hybrid OSU method, this method is still outperformed by the computational OSU method. / Graduation date: 2012 / Access restricted to the OSU Community at author's request from May 25, 2012 - May 25, 2013

Safety and congestion are ever present and increasingly severe transportation problems in urban areas throughout the nation and world. These phenomena can have wide-ranging consequences relating to safety, the economy, and the environment. Adverse weather conditions represent another significant challenge to safety and mobility on highways. Oregon is not immune from either of these global issues. Oregon Route (OR) 217, to the southwest of the downtown Portland, is one of the worst freeways for congestion in the state and is also subject to the Pacific Northwest's frequently inclement and unpredictable climate. High crash rates, severe recurrent bottlenecks and highly unreliable travel times continuously plague the corridor, making it a major headache for the thousands of commuters using it every day. In an effort to more effectively combat both congestion and adverse weather, transportation officials all over the world have been turning to increasingly technological strategies like Active Traffic Management (ATM). This can come in many forms, but among the most common are variable speed limit (VSL) systems which use real-time data to compute and display appropriate reduced speeds during congestion and/or adverse weather. After numerous studies and deliberations, Oregon Department of Transportation (ODOT) selected Oregon Route (OR) 217 as one of the first locations in the state to be implemented with an advisory VSL system, and that system began operation in the summer of 2014. This thesis seeks to evaluate the effectiveness of this VSL system through the first eight months of its operation through an in-depth and wide-ranging "before and after" analysis. Analysis of traffic flow and safety data for OR 217 from before the VSL system was implemented made clear some of the most prevalent issues which convinced ODOT to pursue VSL. Using those issues as a basis, a framework of seven specific evaluation questions relating to both performance and safety, as well as both congestion and adverse weather, was established to guide the "before and after" comparisons. Hypotheses, and measures of effectiveness for each question were developed, and data were obtained from a diverse array of sources including freeway detectors, ODOT's incident database, and the National Oceanic and Atmospheric Administration (NOAA). The results of the various "before and after" comparisons performed as a part of this thesis indicate that conditions have changed on OR 217 in a number of ways since the VSL system was activated. Many, but not all, of the findings were consistent with the initial hypotheses and with the findings from other VSL studies in the literature. Certain locations along the corridor have seen significant declines in speed variability, supporting the common notion that VSL systems have a harmonizing effect on traffic flow. Crash rates have not decreased, but crashes have become less frequent in the immediate vicinity of VSL signs. Flow distribution between adjacent lanes has been more even since VSL implementation during midday hours and the evening peak, and travel time reliability has seen widespread improvement in three of the corridor's four primary travel lanes during those same times. The drops in flow that generally occur upstream of bottlenecks once they form have had diminished magnitudes, while the drops in flow downstream of the same bottlenecks have grown. Finally, the increase in travel times that is usually brought about by adverse weather has been smaller since VSL implementation, while the decline in travel time reliability has largely disappeared.