• Title/Summary/Keyword: Road Alignment

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Development of Standard of Highway Curve Geometric Considering 3-D Acceleration (3차원 가속도를 고려한 도로곡선부 유형별 설계기준 제시)

  • Park, Jung-Ha;Park, Je-Jin;Park, Tae-Hoon;Ha, Tae-Jun
    • International Journal of Highway Engineering
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    • v.10 no.4
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    • pp.247-255
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    • 2008
  • According to "A guide Book to Highway Design", most road elements are chosen based on a certain design speed in order to ensure obtaining safe and smooth traffic operating. However, road safety in practical way is corelative to not only all element of roads but also road shape, for example, between straight line and curves line and between curved lines. Also, it is relates to alignments such as horizontal alignment, vertical alignment, and cross section. That is, the practical road design should be examined in both sides of 3 dimension and consecutiveness as the practical road is a 3-dimensional successive object. The paper presents a concept for acceleration to evaluate consistency of road considering actual road shape on 3-dimension. Acceleration of vehicle is influential to road consistency based on running state of vehicle and state of drivers. Especially, the magnitude of acceleration is a quite influential element to drivers. Based on above, the acceleration on each point 3-D road can be calculated and then displacement can be done. Computation of acceleration means total calculation on each axis.

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Speed Index of Logging Truck in Forest Road (임도에서 운재차량의 속도지수)

  • Lee, Joon Woo
    • Korean Journal of Agricultural Science
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    • v.23 no.1
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    • pp.138-149
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    • 1996
  • This study was aimed at predicting to running speed related to alignment factors of forest road, and recommending the improvement method of forest road construction using the running speed of vehicles. For these purposes, this study proceeds to select forest roads after reviewing the planning papers and maps, to measure the road alignment factors such as longitudinal gradient, width of roadway, radius of curve, length of curve, superelevation, and conditions of road surface on the subject forest road. It was found that the average running speed of logging truck showed lower value than that of the expected speed of 'Forest Road Construction Regulations and Rules', and the average running speed of loaded truck showed 70-85% of the speed of empty truck. According to the road conditions, speed index (reductive ratio of running speed) was also calculated with respect to radius of curve, longitudinal dradient. The results of the study on the running speed of vehicle subject to the alignment of forest roads make it possible for one to judge the quality of the existed and to be constructed forest roads, to select the structure of forest road to improve the running speed of vehicle on forest road.

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The Measurement of Road Alignment Using GPS-IMU System (GPS-IMU 통합 시스템을 이용한 도로기하구조 측정에 관한 연구)

  • Park, Jae-Hong;Yun, Duk-Geun;Sung, Jung-Gon;Lee, Jun-Seok
    • Journal of Korean Society of Transportation
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    • v.30 no.5
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    • pp.61-69
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    • 2012
  • It is important for highway maintenance and safety assessment to get the accurate highway geometric information. However, it is difficult to acquire good highway geometric information due to missing blueprints or deteriorated highway sections. This research, to get highway geometric information rapidly, has developed a highway geometric analysis algorithm that uses data from vehicles with GPS-IMU integrated system. In conclusion, the result shows that 3.38% of error-ratio for the horizontal alignment and 0.083 absolute value difference for vertical grade comparing with highway drawings. Therefore, the result suggest that the developed method can be applied to the road safety inspection or road safety audit.

Terrain Classification for Road Design (도로 설계 지형 구분)

  • Kim, Yong-Seok;Cho, Won-Bum;Kim, Jin-Kug
    • International Journal of Highway Engineering
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    • v.13 no.4
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    • pp.221-229
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    • 2011
  • Road design needs to ensure the economic justification and the preservation of nature by adapting road alignment to the natural terrain. Though current road design guideline only defines a flat and a mountainous terrain, classification including rolling terrain should be needed while considering the fact that about 25.8% of our land can be classified as rolling and the road design guideline of developed countries such as United States and Australia has a terrain classification including rolling in order to take a deep consideration on the natural environment. The study attempts to draw a criterion to classify the assumed three individual terrains in a quantitative way by using a index like the undulation of the original ground profile. The study carried out a case study based on a conceptual frame developed in the study as an approach to differentiate each terrain. As a result, the study suggests a criterion in that a flat terrain has less than 40 meters in the difference between the highest and the lowest point of original ground from 40 to 60 meters for rolling terrain, and greater than 60 meters for mountainous respectively.

Development of Road Information System Using Digital Photogrammetry (수치사진측량을 이용한 도로정보체계 개발)

  • Seo, Dong-Ju;Lee, Jong-Chool
    • Journal of Korean Society for Geospatial Information Science
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    • v.11 no.4 s.27
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    • pp.3-11
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    • 2003
  • Lately, digital photogrammetry based on the principles of photographic suey has been more and more applied to various high-tech industries and becomes one of more interesting focuses of study than ever. Thus, this study aims to develop a roadway information system by means of digital photogrammetry. Data acquired from digital photogrammetry were processed via Delphi, an object-oriented programming language to develop a computer aided program that allows us to build up the information on road horizontal alignment(BC, EC, R. IP), road vertical alignment and road facilities. And the developed program could maximize the visual effects better than traditional programs, because it used many image data.

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Development of a Vehicle Operating Speed Model and its Application for Designing Consistent Horizontal Alignment (차량 주행속도를 반영한 도로 평면선형설계 기법 연구)

  • Choi, Jai-Sung;Kim, Sang-Youp;Lee, Jeom-Ho;Hwang, Kyung-Sung
    • International Journal of Highway Engineering
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    • v.10 no.2
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    • pp.57-67
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    • 2008
  • At present engineers use the highway design speed concept to develop the horizontal alignment. This concept has a strength of attaining consistent horizontal alignments because of its use of a single speed value. Yet it shows a critical weakness that when opened the operating speed for the vehicles on the road can be a lot different than the design speed. To resolve this, many countries already develop the horizontal alignment by adopting procedures that weigh vehicle operating speeds, and this research joins them by developing an operating speed based horizontal alignment design. We have collected vehicle speed samples over the nation, selected some speed influential design elements by doing a statistical analysis, provided a set of models for two-lane roads and four lane roads, and showed a stepwise feedback procedure by doing a case study. It is underscored that in the case study the proposed procedure has scaled down the speed inconsistency problem, and we are of opinion that our procedure would coin both investment efficiency and speed consistency in future highway projects.

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Road Safety Assessment by Using Integrated Evaluation Methods of Road Design Consistency (도로선형 설계일관성 통합평가방법론을 활용한 안전성 평가)

  • Ko, Chun-Soo;Lee, Jong-Hak;Ku, Ji-Sun;Noh, Kwan-Sub
    • International Journal of Highway Engineering
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    • v.15 no.1
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    • pp.121-126
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    • 2013
  • PURPOSES: Road Design Consistency Evaluation can guarantee road alignments with safety factors, however it can be hard work to deal with general car accident factors in only this evaluation index. Ideal Road Design Consistency Evaluation is show the mutual balance of road alignment and human factors with a variety of factors for road safety. METHODS: This study carried out overall road safety evaluations which are methods of running speeding consistency and car platoon safety analysis (driver's behaviors factors) as well. RESULTS: Out of 13 sections in a experimental road layout, safety factors of 8 sections showed 'Good' or 'Fair' status. However, 'Poor' results were found out in 5 sections. Particularly, it showed the different outcomes among the 4 evaluation methods used in this study. CONCLUSIONS: Road safety countermeasures were proposed for the potentially dangerous sections in road which failed to identify in the other methods. This study will contribute toward future study of more reliable Road Design Consistency Evaluation in the future for road safety.