• Title/Summary/Keyword: Highway toll gates

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A Study on Detection of Overloaded Vehicles at Highway Toll Gates Using Detection of Height Changes in Vehicle Cargo Boxes (차량 적재함의 높이 변화 감지를 이용한 고속도로 톨게이트 과적차량 검출에 관한 연구)

  • Gwang Lee;Bong-Keun Kim
    • Journal of Practical Engineering Education
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    • v.16 no.3_spc
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    • pp.391-399
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    • 2024
  • All highway toll gates in Korea use low-speed WIM(Weight-In-Motion) to block overloaded cargo vehicles from entering the main highway, but some cargo vehicle owners are illegally modifying vehicles to operate variable axles and evading crackdowns by manipulating the axles. In previous studies detect all tires of a running vehicle were detected to determine whether there is axle manipulation. However, because the vehicle entry area at the highway toll gate checkpoint is very narrow, there is a problem that it is realistically difficult to film all tires of the entering vehicle in one video frame. In this paper, we proposed a system that can determine whether the axle is being operated through changes in the height of the vehicle's cargo box rather than by detecting tires. To detect changes in the height of a cargo box, we propose a method to extract the representative line of the cargo box using Hough transform and then measure the change in height of the representative line to detect the change in height of the cargo box. In addition, we propose a method to detect changes in the vertical height of a cargo box by accumulating motion vectors of pixels within a certain area of the image using optical flow. And the two methods were compared and their advantages and disadvantages were analyzed and presented.

Characteristics of Wash-off Metal Pollutants from Highway Toll-Gate Area (고속도로 영업소지역의 강우유출수내 중금속 유출 특성)

  • Lee, Soyoung;Lee, Eunju;Kim, Chulmin;Son, Hyungun;Maniquiz, Marla C.;Son, Youngkyu;Kang, Heeman;Kim, Jeehyeong;Kim, Lee-Hyung
    • Journal of Korean Society on Water Environment
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    • v.23 no.6
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    • pp.945-950
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    • 2007
  • The stormwater runoff from paved area are highly polluted because of particulate materials as well as metals from various vehicular activities. The Division of Road Maintenance in Ministry of Construction and Transportation was recently developed the Guidelines of Environment-kindly Road Maintenance. It is actually requiring the BMP construction to control the nonpoint source pollution as based on the TMDL program. This research is carried out in order to define the characteristics of stormwater runoff from the toll-gate of highways since 2006, which is actually one of the main pollutant sources of paved areas. This monitoring is the first phase work for establishing the treatment facilities in the toll-gates. The one of the main characteristics from toll-gate runoff is the first flush phenomenon containing lots of sediments and metal compounds at the beginning of a storm event. Usually it is used to determine the size of treatment facilities and to calculate the reduced pollutant mass in the facility. The research results shows that the mean EMC vaules for heavy metals are determined to $274.3{\mu}g/L$ for Cd, $1,273.4{\mu}g/L$ for Cr, $1,822.0{\mu}g/L$ for Cu, $6,504.9{\mu}g/L$ for Fe, $14,930.3{\mu}g/L$ for Pb, and $714.1{\mu}g/L$ for Zn. Also the metal mass loadings from the toll-gates are calculated using EMC, watershed area and storm duration.

Noise Evaluation of the Rumble Strips Constructed at Tall Gate of Highway (고속도로 영업소 광장의 럼블스트립 관련 소음평가)

  • Lee, Jae-Jun;Mun, Sung-Ho;An, Deok-Soon;Kwon, Soo-Ahn
    • International Journal of Highway Engineering
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    • v.14 no.5
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    • pp.201-206
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    • 2012
  • PURPOSES: This study evaluated a measuring technique for tire-pavement interaction noise that uses a noble close proximity (NCPX) method as well as for noise level measured inside of a car (e.g., Inside Noise Level) in term of rumble strips constructed at a tall gate. METHODS: According to the measurements of NCPX and inside noise level (INL), 1/3 octave band frequency analysis and overall noise level calculation were conducted in order to evaluate noise levels of NCPX and INL, depending on types of rumble strips. RESULTS: The tested sections of general concrete pavement surface and two different types of rumble strips were evaluated, using 1/3 octave band frequency analysis and overall noise level. From the analyzed results, it can be concluded that rumble strips generate a relatively huge noise levels when compared to the concrete pavement surface. CONCLUSIONS: Noting that above 3 dBA different noise levels can let drivers know that they are getting close to toll gate; therefore, they should apply their brakes. Thus, the noise levels of rumble strips are required to be reduced, based on considering the neighbors living near toll gates.

A Study On Gateless Fare Collection System in the Subway Using RF-ID System (RF-ID 시스템을 이용한 지하철 무개찰 시스템에 대한 연구)

  • Kim, Hyun;Ryu, Hyoung-Sun;Jin, In-Su;Kim, Yang-Mo
    • Proceedings of the KIEE Conference
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    • 2000.11d
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    • pp.729-731
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    • 2000
  • RF-ID system is being used in such diverse applications as access control, highway toll collection, personnel identification, and subway system. Especially for subway system that typically see high volumes of passenger at specific times of the days. it's critical to find a way to collect fares without unnecessarily delaying passengers. In the study, we discuss the possibility of removing all ticket gate machines in stations. This paper presents the discrimination method of card group for subway station without enter and exit gates using RF-ID system.

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Analysis of Truck Traffic Characteristics using BWIM System (BWIM시스템을 이용한 중차량의 통행특성 분석)

  • Hwang, Eui Seung;Bae, Doo Byong;Jung, Kyoung Sup;Jo, Jae Byung
    • Journal of Korean Society of Steel Construction
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    • v.11 no.2 s.39
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    • pp.223-232
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    • 1999
  • For the design and maintenance of highways and road structures, the statistical data are needed for the vehicle, especially heavy truck crossing. So far, static weighing has been used but it needs fixed station, crews, and it takes a lot of time. Also truck mix and headway distances cannot be obtained. Bridge Weigh-In-Motion system uses the bridge as a weighing scale and collects the axle weights, axle distances. vehicle types and etc. without stopping or slowing down the vehicle. In this study, for the first time in the country, BWIM system is applied on steel I-girder bridge and its applicability is examined. Also data collected in this system is analyzed to get truck traffic characteristics including average daily truck traffic, weight distribution, typical truck configuration and overweight truck status. The results are compared with other data from weighing station and highway toll gates.

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A Study on Applicability of Diversified Truck Weight-to-Power Ratios (표준트럭의 차별적 적용 방안 연구)

  • Oh Heung-Un
    • International Journal of Highway Engineering
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    • v.8 no.1 s.27
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    • pp.89-98
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    • 2006
  • The weight-to-power ratio of the standard truck for the climbing lane design is known to be 200lb/hp. The value was known to be assumed based on constant trucks' capability and regional distributions in stead of widely varied distributions region by region. Additionally, this value was assumed after investigating registered vehicles' statistics instead of investigating real portions of truck volumes. Therefore, it may be said that the value of the current standard truck does not reflect regional or industrial diversity and proportions of truck volumes. To resolve these issues, the present paper studies diversified standard trucks which consider regionally or industrially diversified and observed-volume based weigh-to-power ratios. For this purpose, individual trucks' weigh-to-power ratios obtained at toll-gates of national expressways were used. For regionally based study, the whole nation are divided into 8 regions, then each region is characterized by a unit of a weigh-to-power ratio. The applicability of each value is provided. Results show that the single value for the nationwide standard truck may be 208 lb/hp, 8 lb/hp higher than the current value of 200 lb/hp. Results also show that regional values ranged widely from 170 lb/hp to 230 lb, 30 lb/hp higher/lower than the current value. Conclusively, regional diversity of trucks' weigh-to-power ratios was identified then three types of standardized weigh-to-power ratios which may represent regional characteristics were suggested. As the diversified standard truck are applied to the design standard, two benefits are expected such as decrease of rear-end accident rates or decrease of climb lane construction costs.

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Development of Mask-RCNN Based Axle Control Violation Detection Method for Enforcement on Overload Trucks (과적 화물차 단속을 위한 Mask-RCNN기반 축조작 검지 기술 개발)

  • Park, Hyun suk;Cho, Yong sung;Kim, Young Nam;Kim, Jin pyung
    • The Journal of The Korea Institute of Intelligent Transport Systems
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    • v.21 no.5
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    • pp.57-66
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    • 2022
  • The Road Management Administration is cracking down on overloaded vehicles by installing low-speed or high-speed WIMs at toll gates and main lines on expressways. However, in recent years, the act of intelligently evading the overloaded-vehicle control system of the Road Management Administration by illegally manipulating the variable axle of an overloaded truck is increasing. In this manipulation, when entering the overloaded-vehicle checkpoint, all axles of the vehicle are lowered to pass normally, and when driving on the main road, the variable axle of the vehicle is illegally lifted with the axle load exceeding 10 tons alarmingly. Therefore, this study developed a technology to detect the state of the variable axle of a truck driving on the road using roadside camera images. In particular, this technology formed the basis for cracking down on overloaded vehicles by lifting the variable axle after entering the checkpoint and linking the vehicle with the account information of the checkpoint. Fundamentally, in this study, the tires of the vehicle were recognized using the Mask RCNN algorithm, the recognized tires were virtually arranged before and after the checkpoint, and the height difference of the vehicle was measured from the arrangement to determine whether the variable axle was lifted after the vehicle left the checkpoint.