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• 1. [Article] Application of LRFD Geotechnical Principles for Pile Supported Bridges in Oregon: Phase 1

  Bridge foundations must be designed based on acceptable risks of failure. To secure rapid implementation of Load Resistance Factor Design (LRFD) principles for foundation design, the American Association ...

  Citation × Citation Citation Abstract Copy Title: Application of LRFD Geotechnical Principles for Pile Supported Bridges in Oregon: Phase 1 Author: Smith, Trevor D., Dusicka, Peter Year: 2009 Bridge foundations must be designed based on acceptable risks of failure. To secure rapid implementation of Load Resistance Factor Design (LRFD) principles for foundation design, the American Association of State Highway and Transportation Officials (AASHTO) and the Federal Highway Administration (FHWA) are requiring their use through AASHTO code. The Bridge Section of the Oregon Department of Transportation (ODOT) has responsibility for satisfactory design of all the bridge structures across the state’s highway system. The widespread geotechnical adoption of the LRFD code throughout state DOTs has been difficult in the case of deep foundations due to regional differences and in some cases a lack of any close match to DOT foundation practices. This lack of matching stems from the source research conducted on which the code is based, documented as NCHRP 507. For ODOT, the evaluation of nominal axial static capacity for each driven pile in the field is conducted by dynamic methods and AASHTO offers resistance factors for these techniques. ODOT typically uses the wave equation software (WEAP) applied at the end of initial driving, EOID, and occasionally at the beginning of pile restrike (BOR) to capture increases in capacity from set-up. This study reports that, based on past and new surveys, ODOT practice is reasonably typical for DOT practice in sands, silts, and clays. The AASHTO resistance factor, φ, for WEAP is at EOID and is too low for the efficient design of piles to match the likely probabilities of pile failure. The survey of Northwest state DOTs revealed that 80% of the DOTs believe that a φ of 0.4 is conservative and 37.5 % do not use the AASHTO-sanctioned φ of 0.4. Matching LRFD to allowable stress design (ASD) by direct calibration for a single pile, without any reported capacity bias, sets φ as 0.55 to match the ASD factor of safety of 2.5. An ODOT case history of a recently completed pilesupported bridge designed and constructed to FHWA and AASHTO ASD standards in use at that time, shows the number of piles at the bent studied would be doubled under new AASHTO requirements. This suggests the standard will add considerable pile foundation costs to all new bridges. This cost increase is a strong incentive to complete statistical recalibration of GRLWEAP dynamic capacity resistance value in a Phase 2 of this study. Title: Application of LRFD Geotechnical Principles for Pile Supported Bridges in Oregon: Phase 1 Author: Smith, Trevor D., Dusicka, Peter Year: 2009 Bridge foundations must be designed based on acceptable risks of failure. To secure rapid implementation of Load Resistance Factor Design (LRFD) principles for foundation design, the American Association of State Highway and Transportation Officials (AASHTO) and the Federal Highway Administration (FHWA) are requiring their use through AASHTO code. The Bridge Section of the Oregon Department of Transportation (ODOT) has responsibility for satisfactory design of all the bridge structures across the state’s highway system. The widespread geotechnical adoption of the LRFD code throughout state DOTs has been difficult in the case of deep foundations due to regional differences and in some cases a lack of any close match to DOT foundation practices. This lack of matching stems from the source research conducted on which the code is based, documented as NCHRP 507. For ODOT, the evaluation of nominal axial static capacity for each driven pile in the field is conducted by dynamic methods and AASHTO offers resistance factors for these techniques. ODOT typically uses the wave equation software (WEAP) applied at the end of initial driving, EOID, and occasionally at the beginning of pile restrike (BOR) to capture increases in capacity from set-up. This study reports that, based on past and new surveys, ODOT practice is reasonably typical for DOT practice in sands, silts, and clays. The AASHTO resistance factor, φ, for WEAP is at EOID and is too low for the efficient design of piles to match the likely probabilities of pile failure. The survey of Northwest state DOTs revealed that 80% of the DOTs believe that a φ of 0.4 is conservative and 37.5 % do not use the AASHTO-sanctioned φ of 0.4. Matching LRFD to allowable stress design (ASD) by direct calibration for a single pile, without any reported capacity bias, sets φ as 0.55 to match the ASD factor of safety of 2.5. An ODOT case history of a recently completed pilesupported bridge designed and constructed to FHWA and AASHTO ASD standards in use at that time, shows the number of piles at the bent studied would be doubled under new AASHTO requirements. This suggests the standard will add considerable pile foundation costs to all new bridges. This cost increase is a strong incentive to complete statistical recalibration of GRLWEAP dynamic capacity resistance value in a Phase 2 of this study. Close

• 2. [Article] Bridge Damage Models for Seismic Risk Assessment of Oregon Highway Network

  The highway transportation network of the United States relies on the health and integrity of major infrastructure elements such as bridges. Frequently traveled parts of Oregon are within the seismically ...

  Citation × Citation Citation Abstract Copy Title: Bridge Damage Models for Seismic Risk Assessment of Oregon Highway Network Author: Dusicka, Peter, Roberts, Jeffery Year: 2011 The highway transportation network of the United States relies on the health and integrity of major infrastructure elements such as bridges. Frequently traveled parts of Oregon are within the seismically active Pacific Northwest and many of the bridges were designed and built to lateral demands that were assumed to be less than the current expectation, a deficiency caused by our growing awareness of seismic hazard and our enhanced understanding of the non-linear response of bridges. This vulnerability to damage from earthquakes can result in not only immediate damage, but also in potentially lingering economic impact caused by the disruption to traffic and freight mobility. Using analytical methods, fragility curves were constructed assuming lognormal capacity and demand distributions. Probability of failure was determined for the four damage state conditions of slight, moderate, extensive, and complete levels of damage. These statistical values were compared to the median and dispersion values proposed by other researchers, in addition to those calculated using guidelines from the HAZUS Technical Manual. Older multiple-span Oregon bridges were found to be significantly more fragile than the HAZUS models. As a result of this modeling and analysis effort, the relative fragility of the modeled typical 3-span and 5-span bridges was determined and quantified. Possible causes of the relatively high fragilities were also considered. Title: Bridge Damage Models for Seismic Risk Assessment of Oregon Highway Network Author: Dusicka, Peter, Roberts, Jeffery Year: 2011 The highway transportation network of the United States relies on the health and integrity of major infrastructure elements such as bridges. Frequently traveled parts of Oregon are within the seismically active Pacific Northwest and many of the bridges were designed and built to lateral demands that were assumed to be less than the current expectation, a deficiency caused by our growing awareness of seismic hazard and our enhanced understanding of the non-linear response of bridges. This vulnerability to damage from earthquakes can result in not only immediate damage, but also in potentially lingering economic impact caused by the disruption to traffic and freight mobility. Using analytical methods, fragility curves were constructed assuming lognormal capacity and demand distributions. Probability of failure was determined for the four damage state conditions of slight, moderate, extensive, and complete levels of damage. These statistical values were compared to the median and dispersion values proposed by other researchers, in addition to those calculated using guidelines from the HAZUS Technical Manual. Older multiple-span Oregon bridges were found to be significantly more fragile than the HAZUS models. As a result of this modeling and analysis effort, the relative fragility of the modeled typical 3-span and 5-span bridges was determined and quantified. Possible causes of the relatively high fragilities were also considered. Close

• 3. [Article] Financing Mechanisms for Capacity Improvements at Interchanges

  This report examines the use of alternative local financing mechanisms for interchange and interchange area infrastructure improvements. The financing mechanisms covered include transportation impact fees, ...

  Citation × Citation Citation Abstract Copy Title: Financing Mechanisms for Capacity Improvements at Interchanges Author: Strathman, James G., Simmons, Elizabeth Year: 2010 This report examines the use of alternative local financing mechanisms for interchange and interchange area infrastructure improvements. The financing mechanisms covered include transportation impact fees, tax increment financing, value capture financing, local improvement districts, transportation corporations, state infrastructure banks, local option transportation taxes, fair share mitigation, and transportation concurrency. The financing alternatives are assessed in the context of Interchange Area Management Plans, which are required by the Oregon Transportation Commission, as well as in the context of the Oregon Department of Transportation’s responsibilities under the state’s Transportation Planning Rule. Title: Financing Mechanisms for Capacity Improvements at Interchanges Author: Strathman, James G., Simmons, Elizabeth Year: 2010 This report examines the use of alternative local financing mechanisms for interchange and interchange area infrastructure improvements. The financing mechanisms covered include transportation impact fees, tax increment financing, value capture financing, local improvement districts, transportation corporations, state infrastructure banks, local option transportation taxes, fair share mitigation, and transportation concurrency. The financing alternatives are assessed in the context of Interchange Area Management Plans, which are required by the Oregon Transportation Commission, as well as in the context of the Oregon Department of Transportation’s responsibilities under the state’s Transportation Planning Rule. Close

• 4. [Article] A Capping Case Study: Integrating Freight Rail into a Community Setting

  This investigation seeks to explore specific design solutions that could potentially enhance the capabilities of heavy rail facilities while increasing their safety and reducing their environmental and ...

  Citation × Citation Citation Abstract Copy Title: A Capping Case Study: Integrating Freight Rail into a Community Setting Author: Schnabel, Jeff, Brasseur, Tristan Year: 2011 This investigation seeks to explore specific design solutions that could potentially enhance the capabilities of heavy rail facilities while increasing their safety and reducing their environmental and community impacts. Using Portland's Brooklyn Rail Yard as the study site, this case study explored the potential of structural platforms (caps) built above the existing rail yards to provide development space for expanding rail capacity and rail related activities. The potential for capping to reduce /eliminate conflicts between rail and non-rail uses will also be investigated. Finally, the various designs were presented for caps at the rail yard. Capping projects (the development of air rights above an existing use) have been successfully employed over other forms of transportation. Duluth Minnesota, Barcelona Spain, and Seattle Washington have each employed capping strategies to mitigate the impact of freeways on the urban fabric. This study will explore the potential of caps to address the specific conditions of a privately held freight rail facility. Key stakeholders will be identified including Union Pacific Railroad, TriMet, Portland Development Commission, Brooklyn Neighborhood Association, Creston-Kenilworth Neighborhood Association and Reed Neighborhood Association. The stakeholders will be interviewed to identify the needs and impacts of freight rail on this particular site. Consultants with expertise on the mitigation of the identified impacts will be interviewed and their input documented. Precedents for potential solutions will be identified and documented. Sites in the Brooklyn Rail Yard will be selected as areas for additional study based upon their potential to illustrate the impact of the proposed solutions. Once the sites are selected a master plan will be generated that reflects input from the stakeholders, consultants, and precedent investigations. The master plan will be presented to stakeholders and consultants for their response to the proposed solutions. Title: A Capping Case Study: Integrating Freight Rail into a Community Setting Author: Schnabel, Jeff, Brasseur, Tristan Year: 2011 This investigation seeks to explore specific design solutions that could potentially enhance the capabilities of heavy rail facilities while increasing their safety and reducing their environmental and community impacts. Using Portland's Brooklyn Rail Yard as the study site, this case study explored the potential of structural platforms (caps) built above the existing rail yards to provide development space for expanding rail capacity and rail related activities. The potential for capping to reduce /eliminate conflicts between rail and non-rail uses will also be investigated. Finally, the various designs were presented for caps at the rail yard. Capping projects (the development of air rights above an existing use) have been successfully employed over other forms of transportation. Duluth Minnesota, Barcelona Spain, and Seattle Washington have each employed capping strategies to mitigate the impact of freeways on the urban fabric. This study will explore the potential of caps to address the specific conditions of a privately held freight rail facility. Key stakeholders will be identified including Union Pacific Railroad, TriMet, Portland Development Commission, Brooklyn Neighborhood Association, Creston-Kenilworth Neighborhood Association and Reed Neighborhood Association. The stakeholders will be interviewed to identify the needs and impacts of freight rail on this particular site. Consultants with expertise on the mitigation of the identified impacts will be interviewed and their input documented. Precedents for potential solutions will be identified and documented. Sites in the Brooklyn Rail Yard will be selected as areas for additional study based upon their potential to illustrate the impact of the proposed solutions. Once the sites are selected a master plan will be generated that reflects input from the stakeholders, consultants, and precedent investigations. The master plan will be presented to stakeholders and consultants for their response to the proposed solutions. Close

• 5. [Article] Transferring Community-based, Active Transportation GIS Assessment Tools Nationwide

  “Livability” has recently been declared one of four top priorities by the Secretary of the U.S. Department of Transportation (USDOT), and the USDOT, the Environmental Protection Agency (EPA), and the Department ...

  Citation × Citation Citation Abstract Copy Title: Transferring Community-based, Active Transportation GIS Assessment Tools Nationwide Author: Schlossberg, Marc, Larco, Nico Year: 2009 “Livability” has recently been declared one of four top priorities by the Secretary of the U.S. Department of Transportation (USDOT), and the USDOT, the Environmental Protection Agency (EPA), and the Department of Housing and Urban Development (HUD) have entered into an historic partnership to address the issue. Ultimately, this term refers to the quality of life within one’s community and the ease, comfort, and joy with which one can access places he or she want to go. For most Americans, their neighborhoods have been designed to predominantly accommodate the automobile, and more active forms of transportation such as walking and biking have been neglected. Previous and current OTREC work has developed a suite of GIS tools focused on assessing these environments in a fine-scaled, field-based, geo-referenced format so that local communities can better identify gaps in their networks and work to make appropriate improvements. This work explicitly focuses on the role and capacity of a general citizenry to conduct built environment active transportation audits and engage in facilitated discussions about the data and maps resulting from their community data collection. Title: Transferring Community-based, Active Transportation GIS Assessment Tools Nationwide Author: Schlossberg, Marc, Larco, Nico Year: 2009 “Livability” has recently been declared one of four top priorities by the Secretary of the U.S. Department of Transportation (USDOT), and the USDOT, the Environmental Protection Agency (EPA), and the Department of Housing and Urban Development (HUD) have entered into an historic partnership to address the issue. Ultimately, this term refers to the quality of life within one’s community and the ease, comfort, and joy with which one can access places he or she want to go. For most Americans, their neighborhoods have been designed to predominantly accommodate the automobile, and more active forms of transportation such as walking and biking have been neglected. Previous and current OTREC work has developed a suite of GIS tools focused on assessing these environments in a fine-scaled, field-based, geo-referenced format so that local communities can better identify gaps in their networks and work to make appropriate improvements. This work explicitly focuses on the role and capacity of a general citizenry to conduct built environment active transportation audits and engage in facilitated discussions about the data and maps resulting from their community data collection. Close

• 6. [Article] Combined Traction and Energy Recovery Motor for Electric Vehicles

  Electric vehicle manufacturers are looking for ways to optimize energy use for vehicle range extension and reduction of battery capacity. Electric motors have lower efficiencies at very low speed and high ...

  Citation × Citation Citation Abstract Copy Title: Combined Traction and Energy Recovery Motor for Electric Vehicles Author: Long, James, Wang, Xin, Kansaku, Claude, Moravec, Brian Year: 2014 Electric vehicle manufacturers are looking for ways to optimize energy use for vehicle range extension and reduction of battery capacity. Electric motors have lower efficiencies at very low speed and high torque. This is typically at vehicle launch from standstill, at very low speeds, and during energy regeneration at lower speeds and approaching standstill. The KersTech solution is a breakthrough technology allowing supplement of the electric drive with a hydraulic drive, active in lower speeds ranges, dropping out as the electric motor takes over in its higher efficiency range of operation. The report consists of four parts. Part I presents novel the hybrid vehicle simulations in MATLAB. Both the Diesel-Hydraulic Hybrid Vehicle and Electric-Hydraulic Hybrid Vehicle have been simulated and compared in this report. Part II deals with the electrical system control design. Permanent magnet synchronous motors have been widely used in hybrid electric vehicle applications. Permanent magnet synchronous motors have a small size, high efficiency and high performance. This report presents a mathematical model of permanent magnet synchronous motor. Power switching electronics are used to generate the desired voltage/current from DC source. A pulse width modulation technique controls the switching power electronic by creating a control signals which are applied to their gates. The whole circuit of the inverter based on space vector pulse width modulation is simulated in MATLAB/Simulink and its results are presented. Field-oriented control is implemented via digital signal processors to control the permanent magnet synchronous motor. Clarke and Park transformations are applied to “abc" coordinate frame of the permanent magnet synchronous motor model to get the “qd" coordinate frame used in the field oriented control technique. Hence, the developed torque and the magnetizing the flux component are controlled separately. PI controller is used to control the motor speed and torque. PI controllers are designed using frequency response method and a symmetric optimum method. The whole system is simulated based on the mathematical model of PMSM and field oriented control method with designed PI controllers. Simulation results show the PMSM to have perfect dynamic response. A digital signal processor can be used to implement the field oriented control algorithms and compute the parameters in real time. Implementation of field oriented control of a permanent magnet synchronous motor shows that the motor has satisfactory response in terms of torque ripple and speed response. Nonlinear control, including Sliding Mode Controller and State Dependent Linear Matrix Inequality Controller, are also proposed as a powerful control technique to govern the speed of the permanent magnet synchronous motor in hybrid vehicle applications. In Part III, we discuss the hydraulic system design. Finally, in Part IV, the dSPACE hardware controller is used for the overall control system design. Title: Combined Traction and Energy Recovery Motor for Electric Vehicles Author: Long, James, Wang, Xin, Kansaku, Claude, Moravec, Brian Year: 2014 Electric vehicle manufacturers are looking for ways to optimize energy use for vehicle range extension and reduction of battery capacity. Electric motors have lower efficiencies at very low speed and high torque. This is typically at vehicle launch from standstill, at very low speeds, and during energy regeneration at lower speeds and approaching standstill. The KersTech solution is a breakthrough technology allowing supplement of the electric drive with a hydraulic drive, active in lower speeds ranges, dropping out as the electric motor takes over in its higher efficiency range of operation. The report consists of four parts. Part I presents novel the hybrid vehicle simulations in MATLAB. Both the Diesel-Hydraulic Hybrid Vehicle and Electric-Hydraulic Hybrid Vehicle have been simulated and compared in this report. Part II deals with the electrical system control design. Permanent magnet synchronous motors have been widely used in hybrid electric vehicle applications. Permanent magnet synchronous motors have a small size, high efficiency and high performance. This report presents a mathematical model of permanent magnet synchronous motor. Power switching electronics are used to generate the desired voltage/current from DC source. A pulse width modulation technique controls the switching power electronic by creating a control signals which are applied to their gates. The whole circuit of the inverter based on space vector pulse width modulation is simulated in MATLAB/Simulink and its results are presented. Field-oriented control is implemented via digital signal processors to control the permanent magnet synchronous motor. Clarke and Park transformations are applied to “abc" coordinate frame of the permanent magnet synchronous motor model to get the “qd" coordinate frame used in the field oriented control technique. Hence, the developed torque and the magnetizing the flux component are controlled separately. PI controller is used to control the motor speed and torque. PI controllers are designed using frequency response method and a symmetric optimum method. The whole system is simulated based on the mathematical model of PMSM and field oriented control method with designed PI controllers. Simulation results show the PMSM to have perfect dynamic response. A digital signal processor can be used to implement the field oriented control algorithms and compute the parameters in real time. Implementation of field oriented control of a permanent magnet synchronous motor shows that the motor has satisfactory response in terms of torque ripple and speed response. Nonlinear control, including Sliding Mode Controller and State Dependent Linear Matrix Inequality Controller, are also proposed as a powerful control technique to govern the speed of the permanent magnet synchronous motor in hybrid vehicle applications. In Part III, we discuss the hydraulic system design. Finally, in Part IV, the dSPACE hardware controller is used for the overall control system design. Close

• 7. [Article] The Boulevard Study: From Arterial to Asset -- Examining the Role of the Multi-Way Boulevard in Coordinated Transportation and Land Use Planning

  Cities that were once considered the most-desired places to live or for businesses to locate are now seeking ways to unclog their increasingly congested roadways and regain their quality of life. U.S. ...

  Citation × Citation Citation Abstract Copy Title: The Boulevard Study: From Arterial to Asset -- Examining the Role of the Multi-Way Boulevard in Coordinated Transportation and Land Use Planning Author: Gillem, Mark L. Year: 2010 Cities that were once considered the most-desired places to live or for businesses to locate are now seeking ways to unclog their increasingly congested roadways and regain their quality of life. U.S. Department of Transportation Strategic Plan Background Cities across the U.S. that are struggling with congestion resort to remedies that are increasingly difficult to implement. Adding capacity is a more challenging proposition given limited land availability, greater environmental constraints, and fiscal barriers. Replacing individual trips with transit has seen limited success and can typically only be justified at greater levels of density than many communities currently support. Multiway boulevards offer one possible but little studied alternative to congested arterials in metropolitan areas. These streets, which are common in Europe, have several lanes of faster moving through traffic in the middle separated by medians from parking and access lanes on the sides. With local traffic traveling in the slow moving access lanes, these streets support a wider array of land uses than typical arterials. Ground level retail uses can take advantage of on-street parking in the access lanes. Residential uses are attracted to the park-like quality of the landscaped boulevards. This study will investigate the transportation and land use potential of replacing the ubiquitous arterial with multiway boulevards. Objective. This is an applied research project that will examine the opportunities and constraints to converting an auto-oriented five-and six-lane arterial into a multiway boulevard with transit as a way of reducing congestion, improving pedestrian and automobile safety, and supporting more unified land uses. Hence, the study is well aligned with OTREC's theme of integrating land use and transportation planning as well as U.S. Department of Transportation (USDOT) strategic objectives focused on improving safety, enhancing mobility, and minimizing transportation related environmental impacts. Method and Scope The project will use a case study approach and will focus on the Franklin Corridor in the Eugene-Springfield area. Through a series of public workshops, planning studios, and student research efforts, University of Oregon graduate and undergraduate students in architecture, landscape architecture, and planning, along with local professionals, and members of the general public will work together to analyze existing conditions, develop planning objectives, prepare conceptual diagrams for development of the corridor, examine alternative right-of-way sections, and calculate potential future development capacities in terms of densities and open space. The work effort will be focused on developing a conceptual analysis of existing and proposed conditions rather than on detailed traffic modeling and design. The study area will include Franklin Boulevard from the eastern edge of Glenwood to Eugene's Ferry Street Bridge. The corridor is under intense development pressure. On the west end, Eugene's new Federal Courthouse will be the anchor for a 50-acre redeveloped industrial district. In the middle are proposals for the 80-acre Walnut Station Mixed Use Area. On the east end are redevelopment concepts for a 43-acre portion of Glenwood. In this project, we will look beyond these individual projects and study the potential for the corridor as a whole. Title: The Boulevard Study: From Arterial to Asset -- Examining the Role of the Multi-Way Boulevard in Coordinated Transportation and Land Use Planning Author: Gillem, Mark L. Year: 2010 Cities that were once considered the most-desired places to live or for businesses to locate are now seeking ways to unclog their increasingly congested roadways and regain their quality of life. U.S. Department of Transportation Strategic Plan Background Cities across the U.S. that are struggling with congestion resort to remedies that are increasingly difficult to implement. Adding capacity is a more challenging proposition given limited land availability, greater environmental constraints, and fiscal barriers. Replacing individual trips with transit has seen limited success and can typically only be justified at greater levels of density than many communities currently support. Multiway boulevards offer one possible but little studied alternative to congested arterials in metropolitan areas. These streets, which are common in Europe, have several lanes of faster moving through traffic in the middle separated by medians from parking and access lanes on the sides. With local traffic traveling in the slow moving access lanes, these streets support a wider array of land uses than typical arterials. Ground level retail uses can take advantage of on-street parking in the access lanes. Residential uses are attracted to the park-like quality of the landscaped boulevards. This study will investigate the transportation and land use potential of replacing the ubiquitous arterial with multiway boulevards. Objective. This is an applied research project that will examine the opportunities and constraints to converting an auto-oriented five-and six-lane arterial into a multiway boulevard with transit as a way of reducing congestion, improving pedestrian and automobile safety, and supporting more unified land uses. Hence, the study is well aligned with OTREC's theme of integrating land use and transportation planning as well as U.S. Department of Transportation (USDOT) strategic objectives focused on improving safety, enhancing mobility, and minimizing transportation related environmental impacts. Method and Scope The project will use a case study approach and will focus on the Franklin Corridor in the Eugene-Springfield area. Through a series of public workshops, planning studios, and student research efforts, University of Oregon graduate and undergraduate students in architecture, landscape architecture, and planning, along with local professionals, and members of the general public will work together to analyze existing conditions, develop planning objectives, prepare conceptual diagrams for development of the corridor, examine alternative right-of-way sections, and calculate potential future development capacities in terms of densities and open space. The work effort will be focused on developing a conceptual analysis of existing and proposed conditions rather than on detailed traffic modeling and design. The study area will include Franklin Boulevard from the eastern edge of Glenwood to Eugene's Ferry Street Bridge. The corridor is under intense development pressure. On the west end, Eugene's new Federal Courthouse will be the anchor for a 50-acre redeveloped industrial district. In the middle are proposals for the 80-acre Walnut Station Mixed Use Area. On the east end are redevelopment concepts for a 43-acre portion of Glenwood. In this project, we will look beyond these individual projects and study the potential for the corridor as a whole. Close

• 8. [Article] Providing Capacity in Rural Communities: Planning for Alternative Transportation

  This technology transfer proposal linked service learning with rural multimodal transportation planning through a collaborative partnership between University of Oregon (UO) experiential learning programs ...

  Citation × Citation Citation Abstract Copy Title: Providing Capacity in Rural Communities: Planning for Alternative Transportation Author: Smith, Megan Year: 2011 This technology transfer proposal linked service learning with rural multimodal transportation planning through a collaborative partnership between University of Oregon (UO) experiential learning programs and three rural Oregon communities. As this planning and technical support to rural communities occurred, lessons learned were gathered and will support future servicelearning projects focused on transportation planning. The primary products for this project are the: (1) Completion of multimodal transportation planning projects that increase rural community capacity; and (2) a website with resources for communities, faculty and students. Three further outcomes were: (1) Increased capacity for transportation planning in rural communities; (2) Increased capacity in existing transportation planning professionals working in rural communities; and (3) Increased capacity in young planning professional and graduate students. This project was be led by the Community Service Center (CSC) at the UO and engaged two programs of the CSC. Resource Assistance for Rural Environments (RARE), founded in 1994, is a field based service learning program, affiliated with the UO’s Department of Planning, Public Policy and Management (PPPM). Each year RARE places 20 graduate level participants in rural Oregon communities where they live for 11 months while working for local agencies on planning and community development projects. Community Planning Workshop (CPW) is an experiential learning program also affiliated with PPPM. Established in 1977, CPW is campus-based, with teams of graduate students working on projects for public and non-profit organizations. Product One: Three community projects focused on multi-modal transportation planning were selected as RARE host sites. These projects included: a bike/pedestrian trails planning project with the City of Lebanon and Build Lebanon Trails, a local non-profit; a bike/pedestrian trails planning project with the City of Warrenton and Warrenton Trails Committee; and transportation needs assessment for the Rogue Valley Transportation District. These projects were selected from a pool of applicants based on project feasibility, community support, and host agency support of the CSC’s service learning objectives. In October 2007, three RARE participants were placed in these three communities and worked closely with local community supervisors to complete planning projects that specifically address multimodal transportation planning. The deliverables were multi-modal planning and projects, specifically addressing public, bike/pedestrian and recreation-related transportation, in three rural communities. Product Two: Through the creation of a website with lessons learned and example projects, the knowledge gained in developing the plans and projects is being disseminated. Title: Providing Capacity in Rural Communities: Planning for Alternative Transportation Author: Smith, Megan Year: 2011 This technology transfer proposal linked service learning with rural multimodal transportation planning through a collaborative partnership between University of Oregon (UO) experiential learning programs and three rural Oregon communities. As this planning and technical support to rural communities occurred, lessons learned were gathered and will support future servicelearning projects focused on transportation planning. The primary products for this project are the: (1) Completion of multimodal transportation planning projects that increase rural community capacity; and (2) a website with resources for communities, faculty and students. Three further outcomes were: (1) Increased capacity for transportation planning in rural communities; (2) Increased capacity in existing transportation planning professionals working in rural communities; and (3) Increased capacity in young planning professional and graduate students. This project was be led by the Community Service Center (CSC) at the UO and engaged two programs of the CSC. Resource Assistance for Rural Environments (RARE), founded in 1994, is a field based service learning program, affiliated with the UO’s Department of Planning, Public Policy and Management (PPPM). Each year RARE places 20 graduate level participants in rural Oregon communities where they live for 11 months while working for local agencies on planning and community development projects. Community Planning Workshop (CPW) is an experiential learning program also affiliated with PPPM. Established in 1977, CPW is campus-based, with teams of graduate students working on projects for public and non-profit organizations. Product One: Three community projects focused on multi-modal transportation planning were selected as RARE host sites. These projects included: a bike/pedestrian trails planning project with the City of Lebanon and Build Lebanon Trails, a local non-profit; a bike/pedestrian trails planning project with the City of Warrenton and Warrenton Trails Committee; and transportation needs assessment for the Rogue Valley Transportation District. These projects were selected from a pool of applicants based on project feasibility, community support, and host agency support of the CSC’s service learning objectives. In October 2007, three RARE participants were placed in these three communities and worked closely with local community supervisors to complete planning projects that specifically address multimodal transportation planning. The deliverables were multi-modal planning and projects, specifically addressing public, bike/pedestrian and recreation-related transportation, in three rural communities. Product Two: Through the creation of a website with lessons learned and example projects, the knowledge gained in developing the plans and projects is being disseminated. Close

• 9. [Article] Contextual Influences on Trip Generation

  There is national interest in building data that expands upon the existing Institute of Transportation Engineers (ITE) trip generation rates to include sites located in a multi-modal context. Current ITE ...

  Citation × Citation Citation Abstract Copy Title: Contextual Influences on Trip Generation Author: Clifton, Kelly J., Currans, Kristina Marie, Muhs, Christopher D. Year: 2012 There is national interest in building data that expands upon the existing Institute of Transportation Engineers (ITE) trip generation rates to include sites located in a multi-modal context. Current ITE rates represent travel behavior for development in single lots and uses, primarily measured in low-density suburban areas. Despite evidence that a more compact urban form, access to transit and a greater mix of uses generates fewer and shorter vehicle trips, local governments are often compelled to use current ITE trip generation rates to evaluate transportation impacts and calculate transportation system development charges (TSDCs). This is due to: a) the expense of collecting local data, b) lack of alternative sources of information, c) the strong industry bias toward using ITE published rates and d) the absence of a empirically tested methodology for adjusting those rates for development occurring in different land use and transportation contexts. Compounding these challenges, cities in Oregon are required to demonstrate that planning and zoning changes will not degrade the performance of state-owned transportation facilities compared to the levels of service documented in the Regional Transportation Plan under the Oregon Transportation Planning Rule, section -0060, and Oregon Highway Plan, Policy 1.F.6. These requirements can conflict with regional policies in Metro's 2040 Growth Concept that call for development of mixed-use centers and corridors to support jobs and freight reliability, a compact urban form and leverage transportation investments such as high capacity transit. Thus, there are gaps in the understanding about how best to evaluate, mitigate and plan for growth under these conditions. This research proposes to develop multi-modal trip generation rates that better reflect the relationship between land use, transportation and travel demand for specific land use types located in various urban settings. The project aims to collect local data (using multi-modal counts and establishment surveys) on a few specific land uses (deemed most problematic to estimate demand and occurring across the spectrum of urban conditions) to develop trip generation rates that are sensitive to demographic, land use and transportation contexts. These new trip rates will be compared to the ITE rates for the same land use category and a methodology for adjusting the ITE rates will be developed. This adjustment methodology will be validated, using additional data collected in this research. The research will be documented and made available to local partners and disseminated widely to reach out to other communities across the country. The research conducted for this project would account for how the built environment (e.g., both land use and transportation) influences travel behavior (number of trips, trip length, mode choice), and determine trip rates that reflect the entire activity spectrum of different development/place typologies. This is extremely important in determining the impact of different development types on the transportation system to: 1) avoid over-planning the system for the surrounding land uses; (2) suggest strategies and investment priorities to encourage more compact, mixed-use areas with more transportation choices and 3) avoid creating regulatory and/or financial barriers to compact form envisioned by local, regional and statewide plans (i.e. uniform TSDCs can result in lower impact development paying the same rates, and thus subsidizing development with higher impact costs to the transportation system). The documentation of the findings and methodology will be applicable to current and future growth and be transferable to other communities, locally and nationally, beyond the Portland region. Title: Contextual Influences on Trip Generation Author: Clifton, Kelly J., Currans, Kristina Marie, Muhs, Christopher D. Year: 2012 There is national interest in building data that expands upon the existing Institute of Transportation Engineers (ITE) trip generation rates to include sites located in a multi-modal context. Current ITE rates represent travel behavior for development in single lots and uses, primarily measured in low-density suburban areas. Despite evidence that a more compact urban form, access to transit and a greater mix of uses generates fewer and shorter vehicle trips, local governments are often compelled to use current ITE trip generation rates to evaluate transportation impacts and calculate transportation system development charges (TSDCs). This is due to: a) the expense of collecting local data, b) lack of alternative sources of information, c) the strong industry bias toward using ITE published rates and d) the absence of a empirically tested methodology for adjusting those rates for development occurring in different land use and transportation contexts. Compounding these challenges, cities in Oregon are required to demonstrate that planning and zoning changes will not degrade the performance of state-owned transportation facilities compared to the levels of service documented in the Regional Transportation Plan under the Oregon Transportation Planning Rule, section -0060, and Oregon Highway Plan, Policy 1.F.6. These requirements can conflict with regional policies in Metro's 2040 Growth Concept that call for development of mixed-use centers and corridors to support jobs and freight reliability, a compact urban form and leverage transportation investments such as high capacity transit. Thus, there are gaps in the understanding about how best to evaluate, mitigate and plan for growth under these conditions. This research proposes to develop multi-modal trip generation rates that better reflect the relationship between land use, transportation and travel demand for specific land use types located in various urban settings. The project aims to collect local data (using multi-modal counts and establishment surveys) on a few specific land uses (deemed most problematic to estimate demand and occurring across the spectrum of urban conditions) to develop trip generation rates that are sensitive to demographic, land use and transportation contexts. These new trip rates will be compared to the ITE rates for the same land use category and a methodology for adjusting the ITE rates will be developed. This adjustment methodology will be validated, using additional data collected in this research. The research will be documented and made available to local partners and disseminated widely to reach out to other communities across the country. The research conducted for this project would account for how the built environment (e.g., both land use and transportation) influences travel behavior (number of trips, trip length, mode choice), and determine trip rates that reflect the entire activity spectrum of different development/place typologies. This is extremely important in determining the impact of different development types on the transportation system to: 1) avoid over-planning the system for the surrounding land uses; (2) suggest strategies and investment priorities to encourage more compact, mixed-use areas with more transportation choices and 3) avoid creating regulatory and/or financial barriers to compact form envisioned by local, regional and statewide plans (i.e. uniform TSDCs can result in lower impact development paying the same rates, and thus subsidizing development with higher impact costs to the transportation system). The documentation of the findings and methodology will be applicable to current and future growth and be transferable to other communities, locally and nationally, beyond the Portland region. Close

• 10. [Article] Disseminating the Sustainable City Year Program (SCYP) Education Model

  The University of Oregon has developed a catalytic learning model that simultaneously meets the needs of both the next generation’s transportation workforce and cities looking for innovative and catalytic ...

  Citation × Citation Citation Abstract Copy Title: Disseminating the Sustainable City Year Program (SCYP) Education Model Author: Larco, Nico, Schlossberg, Marc Year: 2016 The University of Oregon has developed a catalytic learning model that simultaneously meets the needs of both the next generation’s transportation workforce and cities looking for innovative and catalytic ways to advance a new era of transportation goals. Named the Sustainable City Year Program (SCYP), the model links local community priorities (as expressed through local plans and city council goals) with courses from a range of disciplines at a nearby university. The UO program engages 500+ multidisciplinary students annually in providing 60,000+ hours of work to city-identified projects using the existing administrative systems of both universities and local communities. This NITC technology transfer project assisted in the national dissemination of the SCYP model through a specific set of strategies and resources. These tools included turning training content into webinars and videos to communicate content virtually, disseminating training content through targeted on-site events, hosting a national training conference, and creating a searchable catalog platform of transportation projects from all the programs now running a version of SCYP at their universities. This project has catalyzed the creation of three new programs specifically (University of South Florida, University of Colorado Denver, and Western Washington University) and has provide helpful tools that have significantly increased the capacity of universities to access high-quality SCYP training material for their own future program development. Title: Disseminating the Sustainable City Year Program (SCYP) Education Model Author: Larco, Nico, Schlossberg, Marc Year: 2016 The University of Oregon has developed a catalytic learning model that simultaneously meets the needs of both the next generation’s transportation workforce and cities looking for innovative and catalytic ways to advance a new era of transportation goals. Named the Sustainable City Year Program (SCYP), the model links local community priorities (as expressed through local plans and city council goals) with courses from a range of disciplines at a nearby university. The UO program engages 500+ multidisciplinary students annually in providing 60,000+ hours of work to city-identified projects using the existing administrative systems of both universities and local communities. This NITC technology transfer project assisted in the national dissemination of the SCYP model through a specific set of strategies and resources. These tools included turning training content into webinars and videos to communicate content virtually, disseminating training content through targeted on-site events, hosting a national training conference, and creating a searchable catalog platform of transportation projects from all the programs now running a version of SCYP at their universities. This project has catalyzed the creation of three new programs specifically (University of South Florida, University of Colorado Denver, and Western Washington University) and has provide helpful tools that have significantly increased the capacity of universities to access high-quality SCYP training material for their own future program development. Close