우리나라의 고속국도 역사는 50년 전부터 시작되었다. 그러나 고속국도의 주요 시설물들 자체에 대한 연구는 찾아볼 수 없었다. 그래서 분기점에 이어 휴게소의 분포 및 명칭 특성을 분석하였다. 231개 휴게소의 분포 특성을 분석한 결과, 노선별 단순 총수 및 단위 거리 당 휴게소 수는 모두 주요 간선 노선들에 많았다. 지역별로는 대도시 및 인근 지역보다 도 지역에 더 많았고, 분기점과 달리 산포하는 특성을 보였다. 면적 대비 휴게소 수는 경부축선 상에 많고, 인구 대비 휴게소 수는 도 지역에 많았다. 136개 휴게소의 명칭 특성을 분석한 결과, 어종은 89.7%가 한자어였으며, 평균 음절수는 2.75음절로 상당히 짧고, 지수분포 를 보였다. 명명 유연성 측면에서는 행정구역명 관련 분기점 명칭이 66.7%로 가장 많았고, 결합지명이 19.3%로 다음을 차지하였다. 최근 제정되었거나 변경된 휴게소 명칭의 다수가 결합지명인데, 이용객들의 불편을 최소화하려는 노력이 필요하다.

Foreign Reception Hall in Gyeongungung Palace was constructed during 1899-1902 according to Yesigjangjeong (禮式章程), Korean Empire's modern diplomatic protocol. This bulilding is a case worthy of notice, because its construction process was written in Jubon(奏本), Korean Empire's official document. Yesigjangjeong(禮式章程) regulates the process of diplomat's audience with Emperor Gojong. The process suggested that Foreign Reception Hall was designed as the place of the end as well as the beginning for audience. According to the process, diplomat came through main gate, Daehanmun and outer gate of main hall(Junghwajeon Hall, Audience Hall), then arrived at the stair to Foreign Reception Hall. After waiting time in the hall, he was going to be granted an audience with Emperor. And he exited through Foreign Reception Hall as the reverse way. This hall was constructed as western-style. Subcontracted carpenters and wood sculptors and laborers from China represents that chinese workers were prevailed in the government construction at that time. And modern building materials, such as glass, colored brick, sanitary wares and lightings were applied, which showed the new landscape in the middle of Gyeongungung Palace. Above all, official documents related with this hall reveals Korean Empire supervised this construction for diplomatic protocol. That is the identity of western-style buildings in Gyeongungung Palace.

PURPOSES :This study intends to estimate the tangible benefits derived from the integration of operations of an Express·Intercity Bus Terminal and a Highway Service Area.METHODS:For the study, a highway service area was chosen to function as a bus terminal, integrating its services with that of a nearby bus terminal plagued by operating losses. The exercise also helped improve mobility owing to the introduction of local buses between the terminals and utilization of the existing infrastructure such as rest areas. Thus, a terminal that was not being utilized for its intended functionality was integrated with an existing facility to improve the utilization of both and subsequently aid local development. The impact of the exercise was then measured by evaluating the variation in utilization efficiency, operating costs, travel time between two regions (Seoul-Jeomchon and Seoul-Geumsan), and the social costs before and after the integration of the two facilities.RESULTS:The impact of the integration was an increase in utilization efficiency, a decrease in operating cost, a decrease in travel time, and a decrease in social cost in both the regions. The benefits of improved utilization and cost saving can be passed on to the citizens in the form of discounts. A local power generation facility will eventually replace the bus terminal, which can revitalize the local economy.CONCLUSIONS:The integration of the highway service area with the bus terminal is expected to have a win-win effect on the passengers as well as the operators. The study also proposes a sustainable strategic plan for existing terminals and rest areas to implement a method to compete with KTX transportation.

고속도로 휴게소는 고속도로 이용자의 휴식을 위한 공간으로 현재 졸음쉼터, 간이 휴게소, 일반 휴게 소, 화물차 휴게소 등 다양한 유형으로 구분할 수 있다. 국내 휴게소의 경우 일부 휴게소에서 도로 이용 시 휴식을 제공하는 기본적인 기능에 국한되지 않고 즐길거리, 볼거리, 살거리 등을 제공하는 등의 다양 한 변화를 시도하고는 있다. 휴게소 분야의 선진사례인 일본의 경우 고속도로 휴게소와 연계시설인 하이웨이 오아시스, 휴게소의 기능과 지역커뮤니티의 기능을 보유한 국도 휴게소인 미치노에키 등이 활발히 운영 중에 있으며 일본의 다양성과 전문성, 규모를 벤치마킹해야 할 필요가 있다. 이러한 배경에서 본 연구는 본 연구에서는 국내 휴게소의 발전방안을 제시하고 향후 휴게소 발전방안 에 대한 의사결정시 참고할 수 있는 현실성 있는 세부모델을 제시하는 것을 목적으로 한다. 현황 및 사례 분석을 위하여 국내 테마휴게소에 대한 현장조사를 통해 휴게소 운영현황, 시설, 이용객 의 이용패턴 등을 인터뷰 및 현장조사하였고 휴게소 운영상의 문제점을 도출하였다. 또한, 일본 휴게소에 대한 사례조사를 통해 고속도로 정규휴게소, 간이휴게소, 하이웨이 오아시스와 국도 휴게소 미치노에키의 운영 특징 및 현황을 파악하였다. 일본 및 국내 휴게소의 비교분석을 통해 국내 휴게소가 가지는 한계점 과 발전방안 수립을 위한 시사점을 도출하였다. 이와 함께, 기존 휴게소 관련 선행연구를 검토하여 발전 방안 수립시 참고자료로 활용하였다. 현황 분석 및 시사점 도출을 통해 국내 휴게소 발전방안을 크게 ⅰ)테마 휴게소 강화 ⅱ)IT 기술을 적 용한 휴게소 서비스의 고도화 및 관리 과학화 ⅲ)휴게소 인프라를 통한 지역협력을 발전방안으로 제시 하였다. 첫 번째 발전방안인 테마휴게소의 강화방안을 위해 휴게소의 특성화를 추진하기 위한 개선모델인 애니 메이션 캐릭터 휴게소를 개선모델로 제시하였다. 두 번째 발전방안인 IT 기술을 적용한 휴게소 서비스의 고도화 및 관리 과학화 방안의 세부 모델로는 ICT, 빅데이터 기술을 적용한 스마트 휴게소의 도입 모델을 제시하였다. 마지막으로 휴게소 인프라를 통한 지역협력 발전방안으로는 휴게소 시설의 개방을 현실적인 대안으로 제시하였다.

This study was to investigate the association among satisfaction of nutrition labeling, change of purchase behaviors, and dietary life care, based on the awareness of nutrition labeling at expressway rest areas. The subjects (n=903) were divided into two groups, according to the awareness of nutrition labeling: Awareness of Nutrition Labeling (ANL) group, n=367; Non Awareness of Nutrition Labeling (NANL) group, n=536. Effort of health care and identification of nutrition labeling was significantly higher in the ANL group, compared with the NANL group. As for the main reason for not identifying nutrition labeling, ‘not interested in nutrition labeling’ was the highest in the ANL group, and ‘Don't know nutrition labeling is provided’ in the NANL group. Identification ratio of nutrition labeling in future was significantly higher in the NANL group, compared with the ANL group among the subjects who didn't identify nutrition labeling before. After their becoming aware, a change of food purchase after reading the nutrition labeling was significantly higher in the ANL group, compared with the NANL group. Health beliefs on the nutrition labeling were significantly higher in the ANL group, compared with the NANL group. Satisfaction of nutrition labeling was also significantly higher in the ANL group, compared with the NANL group. The ANL group also expressed a necessity of expansion of nutrition labeling, compared with the NANL group. In the ANL group, identification of nutrition labeling was significantly higher in the hard effort group, compared with the little effort group of dietary life care. Therefore, improvement and campaign of nutrition labeling for consumers at expressway rest areas, especially for the NANL group, will be effective in identifying nutrition labeling for their health care.

PURPOSES: Design of approach roads of rest areas in highway has many drawbacks such as geometric design elements. There has been traffic accidents occured in these approach roads of rest areas. Thus, design criteria is required in order to protect accidents from being occurred. In case of Korea, geometric structure design criteria of entry facilities, such as toll-gate, interchange, junction etc was established. However there are no presence in a detailed standards for geometric structure of the rest area which affiliated road facilities. METHODS: In this study, analytic on accidents was carried out in regards to the entry of geometric structure of resting areas by utilizing a sight survey and an investigation research of traffic accidents. The survey was targeting 135 general service areas. Collisions with physical channelization and safety facilities occurred due to speeding, rapid entry, and etc at the entrance nose section. At the entrance connector roads, accidents caused by speeding, negligence, over-operation of handle of drivers were main reason of accidents. Discriminant analysis were conducted about geometric elements to distinguish influencing factors for traffic accidents. the lengths and access angles of the entrance connector roads were regarded as to have the high relation with traffic accidents. RESULTS: After classifying the design section of resting areas' entry as well as derive design elements on each section, a speed measurement by targeting entry of rest areas and car behavior surveys were performed, then each element's minimum standard was derived through the analyses. According to the speeds at the starting/end point of entrance connector road, the range of the junction setting angle of the entrance connector road is defined as 12˚~17˚ and the connector length model was suggested. CONCLUSIONS: Suggest improvement plans for existing rest areas that can be applied realistically. This should be corresponded to the standards of entry and exit of developed rest areas.

휴게소 진 출입부는 설계속도 등이 급변하는 구간으로 교통안전 취약구간이며 특히, 휴게소 진입부는 감속과 주차공간 검색 두 가지 작업이 동시에 수행되므로 이용차량의 안전성을 확보할 수 있는 설계기준이 필요하다. 국내의 경우 영업소나 나들목, 분기점 같은 출입시설에 대한 기하구조 기준은 수립되어 있는 반면, 도로의 부속시설인 휴게소에 대한 상세한 기하구조 기준은 없는 실정이다. 이에 본 연구에서는 일반형 휴게소 135개소를 대상으로 한 현장조사 및 사고조사 자료를 활용하여 휴게소진 출입부 기하구조에 대한 문제점을 도출하였다. 휴게소 진 출입부의 설계구간을 분류하고 각 구간에 대한 설계요소를 도출한 후, 휴게소 진 출입부를 대상으로 속도조사 및 차량주행행태 조사를 수행하고 분석을 통해 설계요소별 최소 기준을 도출하였다. 진입 연결로의 시/종점 속도에 따라 감속거리 산정식을 이용하여 진입 연결로의 최소길이는 40m를 제안하였고, 주행행태를 기반으로 선형 안전성 평가를 통해 접속 설치각은 12~17˚를 제안하였다. 개발된 휴게소 진입부 설계기준은 신설되는 휴게소 뿐만 아니라 기존 휴게소에 대해 현실적으로 적용 가능한 개선방안을 제시할 수 있을 것으로 판단된다.

최근 비점오염원에 대한 관심이 높아지면서, 환경부 및 유관단체를 중심으로 노면 유출수를 포함한 비점오염원(Non point source)에 대한 현황 조사 및 처리 방법에 대한 관심이 증가하고 있다. 고속도로 휴게소 주차장 노면 유출수는 고속도로 본선 노면 유출수보다 유해물질 오염도가 높을 것으로 예상되어, 본 연구는 이 지역의 노면 유출수 오염도 조사를 통해 유출수 평가 및 노면 유출수 저감시설의 저감효과를 분석하여 휴게소 노면유출수 관리방안을 수립하는 것을 목적으로 하고 있다. 휴게소지점에 대한 강우 유출수 분석 결과 포장지역의 특성인 초기강우현상을 볼 수 있었으며, 강우초기에 입자상물질은 중금속과 결합하여 다량 유출되는 특성을 나타내었다. 휴게소 지점의 강우유출수에 대한 오염물질별 EMC에 대한 95% 확신범위로는 TSS 128.2-273.4mg/L, COD 145.4-310.1mg/L, TN 6.1-11mg/L, TP 1.9-2.9mg/L의 범위로 분석되어 고속도로에서 유출되는 강우유출수와 비슷한 수준으로 유출되는 것으로 분석되었으나, 중금속의 경우 고속도로에 비해 고농도의 중금속이 유출되는 것으로 나타났는데, 이것은 차량 정차시 브레이크 패드나 타이어의 마모등에 의한 것으로 판단된다. 휴게소지점에 대한 면적당 발생되는 부하량 통계분석결과, TSS의 평균 부하량은 1411.6mg/m2로 산정되었으며, COD 709.7mg/m2, TN 44.0mg/m2, TP 10.4mg/m2로 산정되었다. 중금속의 경우 Total Cu 12927.4μg/m2, Total Fe 32074.4μg/m2, Total Pb 40371μg/m2, Total Ni 10679.2μg/m2로 산정되었다.

Bacteriological quality evaluations were carried out for rice rolled in laver(Kimbab), Hamburger, Walnut cake and Chinese noodle (Jajangmyun), which were on sale in April and May 1995, in May and July 1997 and in January 1999, at 20 different resting places on Kyung-Bu, Ho-Nam, Joong-Bu and Young-Dong Highway in Korea. Food poisoning bacteria were not detected. However numerous coliform bacteria were dectected saying that the sanitary condition of foods on sale at resting places of the highways was not hygienic. There exited 8.8 × 10⁴∼6.6 × 10^5 cells/g of coliform bacteria in all the Kimbab sold in 1995. As for Hamburger, 1.8 × 10²∼4.7 × 10⁴ cells/g of coliform bacteria proliferated in all the samples. In 1997, E. coli was found in 16 cases and 21 cases respectively out of 22 Kimbab samples, Hamburger dealing at 7 resting places out of 14 were contaminated with 1.7 × 10²∼1.9 × 10^7 cells/g of coliform bacteria and Hamburgers dealing at 2 resting places were infected by E. coli. In contrast to the Kimbab and Hamburger, all the 6 Walnut cake samples were free from the microbial pollution exhibitory that their hygienic condition was satisfactory. 3 samples out of 6 Jajangmyun were contaminated by 7.1 × 10²∼2.0 × 10³cells/g of coliform bacteria, but E. coli was not detected. Compared Kimbab sold in 1995 and 1997 with 1999, Kimbab sold in it can be said that hygienic control for Kimbab should be performed more strictly during hot season than during cold season. Walnut cake was the safest against microbial contamination, followed by Jajangmyun, Hamburger and Kimbab in decreasing order, indicating that foods with mixed ingredients such as Kimbab and Hamburger were more susceptible to microbial infection, so that a more systematic safety control is needed for such foods during cooking, processing and distribution.

본 연구에서는 덕평자연휴게소, 마장프리미엄휴게소, 망향휴게소를 방문하는 관광객을 대상으로 고속도로 휴게소의 테마공간에 대한 만족도가 휴게소에 대한 재방문의도와 추천의도에 미치는 영향을 실증 조사하고자 한다. 조사결과, 독특한 테마로 구성되어있는 ‘화장실’, ‘체험문화공간’, ‘식당’에 대한 만족도가 휴게소에 대한 재방문의도에 긍정적 영향을 미치고 있는 것으로 나타났으며, ‘화장실’과 ‘체험문화공간’은 휴게소에 대한 추천의도에도 긍정적 영향을 미치고 있는 것으로 조사되었다. 이는 고속도로 휴게소의 이색적인 테마공간, 특히 만족도가 가장 높은 테마화장실 조성을 통한 차별화 전략이 고객의 만족도를 제고시키고 긍정적 구전효과를 일으켜 휴게소 운영의 활성화 및 경쟁력을 강화시킬 수 있음을 시사하고 있다.

This study suggests plants applicable to the interior of the bathrooms on express highways to save costs for indoor plant replacement and management of the bathrooms by examining and analyzing plant management status in total of 28 locations. First, indoor gardening space was examined, then status of use and management of indoor plants of each resting place was examined. Most bathrooms on express highways meet the fair condition of lighting, temperature and humidity to put plants. For example, 16 places(57%) out of 28 showed illumination intensity higher than 1000Lux. Average daytime temperature was 24.1℃; temperatures of most places were ranged in 21～25℃; humidity inside the bathrooms was about 60%, all of which indicate that most resting places have optimal environment to put plants in the bathrooms. To analyze management status of planting, survey was conducted on the managers. 2 locations out of total 13 subject locations are managed by 3 visits per month; 11 locations use direct management by each management office to manage the facilities. Plant replacement is done according to operation, management, and control system except 4 locations; and time for watering, removing of leaves and dust and replacement vary in each resting place. In addition, lighting and watering are considered the most important in most resting places and problems of plant management are frost damage during winter and watering.

This study aimed to obtain the relative formula with the unit treatment cost according to the treatment of a sewage plant in the service area under highway. The following results were obtained. The correlative formula connected to amount of sewage(Q)generation was as follows ; between an annual amount of sale(C) showed Q=19.113·C0.9294, and between the number of users(P) showed Q=2×10-8·P2 - 0.0298·P + 75,666. The correlative formula connected to the treatment cost was as follows ; according to the amount of sewage generation showed S= 3×10-6·Q - 0.2266·Q + 29,895, according to the elimination of BOD(E) showed S= 6×10-5·E2 - 0.6717·E + 27,744, accoding to the annual amount of sale showed S=0.0005·C2 - 4.8013·C + 35,118, with the number of persons(P) using the service area showed S= 2×10-8·P2 - 0.046·P + 48,803.