PURPOSES : This study aims to provide societal benefits that demonstrate the effectiveness of remodeling projects, thereby providing a basis for activating and systematically and continuously promoting remodeling projects METHODS : Using the International Roughness Index (IRI) and World Bank's HDM-4, a model for vehicle operating costs was estimated. The change in vehicle operating costs was calculated by inputting the pre- and post-remodeling IRI values into the estimated model. Additionally, the future IRI over the life cycle was derived using the results of a study on the changes in pavement conditions between conventional and remodeling methods. The vehicle operating costs for different maintenance alternatives were compared by inputting them into the estimated model. RESULTS : The improvement in road smoothness after the project resulted in an annual vehicle operating cost benefit of approximately 1.6 billion won, with an estimated benefit per kilometer of approximately 64 million won. Furthermore, a comparison of vehicle operating costs for maintenance alternatives over the life cycle revealed that the remodeling method led to savings of 2.1 billion won compared with conventional methods. CONCLUSIONS : The findings of this study will serve as fundamental data supporting the necessity and justification for remodeling projects, particularly in the current scenario, where the need for maintenance of existing roads exhibits a faster growth trend than the extension of new roads. Additionally, this study could be supplemented by further research focusing on the consideration of pavement conditions in unit cost estimation and additional benefit estimation studies tailored to remodeling projects.

자율주행차량의 첨단 운전자 보조 시스템(ADAS)의 발전은 자율주행차량의 상용화를 가속화하고 있지만, 그 안전성을 입증하기 위한 충분한 테스트와 검증이 필요하다. 실제 차량을 이용한 대규모 테스트는 비용과 시간뿐만 아니라 다양한 시나리오를 구현하고 평가하 는 데 어려움이 있어, 다수의 연구자들은 시뮬레이션을 활용하고 있다. 이러한 문제를 해결하기 위해, 본 연구에서는 차량 시뮬레이션 소프트웨어인 CarMaker와 교통 흐름 시뮬레이션인 VISSIM을 결합하여 공동으로 시뮬레이션을 진행한다. 또한 두 시뮬레이션의 장점 을 결합하여 자율주행차량의 데이터를 보다 포괄적으로 분석할 수 있는 프레임워크를 제안한다. 시뮬레이션 결과, 각각의 시뮬레이션 에서 얻은 Ego Vehicle의 속도 값은 미세한 차이를 보였으며, 이는 실시간 시뮬레이션의 통신 과정에서 발생하는 오류로 해석된다. 또 한, 특정 시나리오에서는 차량이 급정지 후 출발하는 형태를 보였으며, 이는 자율주행차량이 주변 차량의 주행을 인식하여 주행 패턴 에 변화를 주는 것으로 해석된다. 향후에는 도심 도로에서의 자율주행 평가를 통해 복잡한 교통 상황과 불확실한 요소들로 인해 어려 운 문제를 겪는 상황을 분석할 수 있을 것으로 기대된다.

PURPOSES : This study proposes a framework for promoting future expressway remodeling projects by reviewing similar overseas cases and comparing them with current Korean expressway remodeling projects. METHODS : Based on a literature review, this study examines the major issues in expressway remodeling projects and proposes the development of a framework for establishing and promoting such projects. This framework provides detailed guidance by categorizing the project into legal system adjustments, traffic management plans, and social consensus. RESULTS : The diagnosis of issues in domestic expressway remodeling projects revealed significant problems in conceptual aspects, criteria for project evaluation, formulation of traffic diversion strategies, and deficiencies in related legal frameworks. To address these issues, a framework for advancing future remodeling projects was established based on the results of overseas case studies. CONCLUSIONS : As roads deteriorate, the demand for remodeling projects to restore them increases. However, the current implementation of remodeling projects lacks systematic procedures. This study serves as foundational research for establishing an environment conducive to the smooth progress of such projects. By initiating subsequent research, conditions for the smooth progress of remodeling projects are expected to be established.

PURPOSES : The main purpose of this study is to identify vulnerable areas by evaluating public transit accessibility for the introduction of smart mobility. METHODS : This study proposes a methodology for analyzing public transportation accessibility. We identified the less accessible areas of public transit in Daegu Metropolitan City by dividing them into low- and high-facilitated areas considering travel demand and developed plans to introduce smart mobility based on the analysis results. RESULTS : Areas vulnerable to public transportation in Daegu Metropolitan City can be divided into those with low public transportation accessibility and low usage rates, those with good public transportation accessibility but low usage rates, and those with low public transportation accessibility but high usage rates. CONCLUSIONS : Based on the results of this study, it is possible to introduce customized services for each area with poor public transit accessibility, and some of the inconveniences experienced by citizens using public transit are expected to be resolved.

PURPOSES : This study proposes an index for analyzing mobility based on smartcard and taxi data to evaluate imbalances in public transit. METHODS : The proposed mobility index is calculated based on the difference between the mobility indexes of public transit and taxis using the variables of the in-vehicle time, waiting time, and driving ratio. For a more detailed analysis, the distances are divided into short distances, medium distances, and long distances. RESULTS : Public transit mobility indexes are generally evenly distributed, but the taxi mobility indexes are located in the largest legend. When comparing the respective mobilities of public transit and taxis, many areas with a high mobility of taxis (similar to the distribution) exist, especially in the outskirts such as Dobong-gu, Nowon-gu, Gangdong-gu, Guro-gu, Geumcheon-gu, and Eunpyeong-gu. On average, the mobility of public transit according to the distance is smaller in a short distance and higher in a long distance. CONCLUSIONS : The results demonstrate the use of the proposed index for analyzing the basic statuses of complementary indexes for evaluating public transit imbalances. In the future, more detailed results (including socioeconomic variables corresponding to the grid areas) should be studied to identify the impacts of the mobility index.

PURPOSES : The purpose of this study is to perform traffic flow characteristics analysis for each point of the long-term work zones and to propose an estimated capacity method to support the establishment of traffic flow management strategies for the long-term work zones. METHODS : The study explained the difference in traffic flow characteristics between the short-term and the long-term work zones, and estimated the capacity of the long-term work zones. The analysis data were collected from five points of long-term work zones of the twolane highway. And VDS and DSRC data were applied to validate data. RESULTS : The characteristics of traffic flow at each measurement point in the long-term work zones showed some differences, among which the capacity was estimated as the starting point to be 1,200 pcphpl and the ending point, 1,400 pcphpl. The delay length was estimated by applying the queuing theory based on the capacity of the start point where the bottleneck starts. As a result of verifying the congestion length based on space diagram map analysis, it was determined that the capacity calculation value and estimation methodology presented in this study were appropriate. CONCLUSIONS : The long-term work zones are mixed with different characteristics of roads, so as the capacity values depending on the analysis location. Therefore, it is necessary to select analysis points and methodologies for estimating capacity and delay depending on the purpose of the analysis, such as estimating the maximum queue length or analyzing the maximum travel time. Through this study, it is expected that by providing accurate information on congestion in advance, road users can detour to other roads, and construction officials can adjust the construction plan to minimize congestion in the construction section.

고속도로 터널부에서 발생하는 교통사고는 일반부와 다른 도로환경으로 인해 대형사고 발생 위험이 높은 구간이라 할 수 있다. 국내에서는 고속도로 터널부 사고 감소를 위한 대책의 일환으로 2007년부터 구간과속단속 시스템이 도입·운영되고 있다. 구간과속단속 시스템은 속도제어가 필요하다고 판단되는 도로구간을 대상으로 차량의 평균주행속도를 측정하여 제한속도 위반여부를 판단하는 시스템이다. 구간과속단속 시스템은 단속 장비가 설치된 지점에서만 속도를 줄이고, 지점 통과 후 다시 가속하는 ‘캥거루 드라이빙’에 따른 사고위험을 완화하고, 교통류 안정화를 통해 사고를 저감하는데 효과적인 교통관리기법으로 알려져 점차 도입이 확대되고 있다. 하지만 그 효과를 정량적으로 분석한 연구사례는 그리 많지 않으며, 특히 터널부에서의 효과를 함께 검토한 연구는 거의 전무한 실정이다. 이에 본 연구에서는 터널부를 포함하여 구간과속단속 시스템이 설치된 고속도로 6개 구간을 대상으로 시스템 설치 효과를 평가하기 위하여 시스템 설치 전·후의 교통사고, 교통량 및 속도 자료를 수집하여 분석을 실시하였다. 분석 결과 구간과속단속 구간 내에서는 평균속도와 속도 분산이 대부분 감소하여 구간과속단속이 교통류를 보다 안정된 상태로 형성하는데 기여하는 효과를 확인하였다. 또한 Empirical Bayes method와 Turning Point Analysis 기법을 적용하여 사고건수의 변화를 비교하고, Proportional Test를 통해 터널 내 사고 특성 변화를 관찰함으로써 구간과속단속 효과를 정량적으로 제시하고자 한다