WorldWideScience

Sample records for national highway traffic

  1. 77 FR 24560 - National Highway Traffic Safety Administration Electric Vehicle Safety Technical Symposium

    Science.gov (United States)

    2012-04-24

    ... National Highway Traffic Safety Administration Electric Vehicle Safety Technical Symposium AGENCY: National Highway Traffic Safety Administration (NHTSA), Department of Transportation (DOT). ACTION: Announcement of public symposium. SUMMARY: The National Highway Traffic Safety Administration (NHTSA) is announcing...

  2. 75 FR 55628 - National Highway Traffic Safety Administration Reports, Forms and Record Keeping Requirements...

    Science.gov (United States)

    2010-09-13

    ... National Highway Traffic Safety Administration Reports, Forms and Record Keeping Requirements: Agency Information Collection Activity Under OMB Review AGENCY: National Highway Traffic Safety Administration (NHTSA... National Highway Traffic Safety Administration (NHTSA), Office of Crash Avoidance Standards...

  3. Air pollution due to traffic, air quality monitoring along three sections of National Highway N-5, Pakistan.

    Science.gov (United States)

    Ali, Mahboob; Athar, Makshoof

    2008-01-01

    Transportation system has contributed significantly to the development of human civilization; on the other hand it has an enormous impact on the ambient air quality in several ways. In this paper the air and noise pollution at selected sites along three sections of National Highway was monitored. Pakistan National Highway Authority has started a Highway Improvement program for rehabilitations and maintenance of National highways to improve the traffic flows, and would ultimately improve the air quality along highways. The ambient air quality and noise level was monitored at nine different locations along these sections of highways to quantify the air pollution. The duration of monitoring at individual location was 72 h. The most of the sampling points were near the urban or village population, schools or hospitals, in order to quantify the air pollution at most affected locations along these roads. A database consisting of information regarding the source of emission, local metrology and air quality may be created to assess the profile of air quality in the area.

  4. 49 CFR 1.50 - Delegation to the National Highway Traffic Safety Administrator.

    Science.gov (United States)

    2010-10-01

    ..., identification and surveillance of accident locations, and highway-related aspects of pedestrian and bicycle... from Separate Calculation Requirement; (6) Section 131(b)(2) and (c)(1), Plug-in Electric Drive Vehicle...

  5. Highway Traffic Safety Manpower Functions Guide.

    Science.gov (United States)

    Daugherty, Ronald D.; And Others

    The purpose of the project, "Revision and Update of Traffic Safety Manpower Training Program Development Guide," was to develop the HIGHWAY TRAFFIC SAFETY MANPOWER FUNCTIONS GUIDE. This document provides an organizational schema illustrating the functions essential to be performed and the interrelationship of these functions to carry out…

  6. VT National Highway System (NHS)

    Data.gov (United States)

    Vermont Center for Geographic Information — The National Highway System (NHS) is a network of strategic highways within the United States, including the Interstate Highway System and other roads serving major...

  7. Traffic Flow Control In Automated Highway Systems

    OpenAIRE

    Alvarez, Luis; Horowitz, Roberto

    1997-01-01

    This report studies the problem of traffic control in the Automated Highway System (AHS) hierarchical architecture of the California PATH program. A link layer controller for the PATH AHS architecture is presented. It is shown that the proposed control laws stabilize the vehicular density and flow around predetermined profiles.

  8. Highway Safety Program Manual: Volume 10: Traffic Records.

    Science.gov (United States)

    National Highway Traffic Safety Administration (DOT), Washington, DC.

    Volume 10 of the 19-volume Highway Safety Program Manual (which provides guidance to State and local governments on preferred highway safety practices) focuses on traffic records. The purpose and specific objectives of a traffic records program are discussed. Federal authority in the area of highway safety and policies regarding a traffic records…

  9. The influence of tollbooths on highway traffic

    Science.gov (United States)

    Huang, Ding-wei; Huang, Wei-neng

    2002-09-01

    We study the effects of tollbooths on the traffic flow. The highway traffic is simulated by the Nagel-Schreckenberg model. Various types of toll collection are examined, which can be characterized either by a waiting time or a reduced speed. A first-order phase transition is observed. The phase separation results a saturated flow, which is observed as a plateau region in the fundamental diagram. The effects of lane expansion near the tollbooth are examined. The full capacity of a highway can be restored. The emergence of vehicle queuing is studied. Besides the numerical results, we also obtain analytical expressions for various quantities. The numerical simulations can be well described by the analytical formulas. We also discuss the influence on the travel time and its variance. The tollbooth increases the travel time but decreases its variance. The differences between long- and short-distance travelers are also discussed.

  10. Highway Safety Program Manual: Volume 13: Traffic Engineering Services.

    Science.gov (United States)

    National Highway Traffic Safety Administration (DOT), Washington, DC.

    Volume 13 of the 19-volume Highway Safety Program Manual (which provides guidance to State and local governments on preferred highway safety practices) focuses on traffic engineering services. The introduction outlines the purposes and objectives of Highway Safety Program Standard 13 and the Highway Safety Program Manual. Program development and…

  11. Highway Safety Program Manual: Volume 7: Traffic Courts.

    Science.gov (United States)

    National Highway Traffic Safety Administration (DOT), Washington, DC.

    Volume 7 of the 19-volume Highway Safety Program Manual (which provides guidance to State and local governments on preferred highway safety practices) focuses on traffic courts, their purpose and objectives. Federal authority in the area of traffic courts are described. Program development and operations (a study of courts trying traffic cases, a…

  12. Highway Safety Program Manual: Volume 15: Police Traffic Services.

    Science.gov (United States)

    National Highway Traffic Safety Administration (DOT), Washington, DC.

    Volume 15 of the 19-volume Highway Safety Program Manual (which provides guidance to State and local governments on preferred highway safety practices) focuses on police traffic services. The purpose and objectives of a police services program are described. Federal authority in the areas of highway safety and policies regarding a police traffic…

  13. 78 FR 26847 - Including Specific Pavement Types in Federal-aid Highway Traffic Noise Analyses

    Science.gov (United States)

    2013-05-08

    ... Federal Highway Administration Including Specific Pavement Types in Federal-aid Highway Traffic Noise... types used in Federal-aid highway traffic noise analyses. Current highway traffic noise analyses rely on... suggestions on whether and how to include additional pavement types in Federal-aid highway traffic...

  14. Outflow of traffic from the national capital Kuala Lumpur to the north, south and east coast highways using flow, speed and density relationships

    Directory of Open Access Journals (Sweden)

    Nik Hashim Nik Mustapha

    2016-12-01

    Full Text Available The functional relationships between flow (veh/km, density (veh/h and speed (km/h in traffic congestion have a long history of research. However, their findings and techniques persist to be relevant to this day. The analysis is pertinent, particularly in finding the best fit for the three major highways in Malaysia, namely the KL-Karak Highway, KL-Seremban Highway and KL-Ipoh Highway. The trans-logarithm function of density–speed model was compared to the classical models of Greenshields, Greenberg, Underwood and Drake et al. using data provided by the Transport Statistics Malaysia 2014. The results of regression analysis revealed that the Greenshields and Greenberg models were statistically significant. The trans-logarithm function was also tested and the results were nonetheless without exception. Its usefulness in addition to statistical significance related to the derived economic concepts of maximum speed and the related number of vehicles, flow and density and the limits of free speed were relevant in comparing the individual levels of traffic congestion between highways. For instance, KL-Karak Highway was least congested compared to KL-Seremban Highway and KL-Ipoh Highway. Their maximum speeds, based on three lanes carriage capacity of one direction, were 33.4 km/h for KL-Karak, 15.9 km/h for KL-Seremban, and 21.1 km/h for KL-Ipoh. Their corresponding flows were approximated at 1080.9 veh/h, 1555.4 veh/h, and 1436.6 veh/h.

  15. 78 FR 53497 - Uniform Procedures for State Highway Safety Grant Programs

    Science.gov (United States)

    2013-08-29

    ... National Highway Traffic Safety Administration Uniform Procedures for State Highway Safety Grant Programs AGENCY: National Highway Traffic Safety Administration, DOT. ACTION: Request for public comment on..., National Highway Traffic Safety Administration, Office of Regional Operations and Program...

  16. A speed-flow relationship model of highway traffic flow

    Institute of Scientific and Technical Information of China (English)

    WANG Wei; LI Wei; REN Gang

    2005-01-01

    In the view that the generally used speed-flow relationship model is insufficient in the traffic analysis under over-saturated conditions, this paper first establishes the theoretical models of speed flow relationship for each highway class based upon a large number of traffic data collected from the field. Then by analyzing the traffic flow dissipation mechanism under peak hour over-saturated traffic conditions, the speed flow relationship model structures for each highway class are reviewed under different traffic load conditions. Through curve-fitting of large numbers of observed data, functional equations of general speed-flow relationship models for each highway class under any traffic load conditions are established. The practical model parameters for each highway class under different design speeds are also put forward. This model is successful in solving the speed-forecasting problem of the traffic flow under peak hour over-saturated conditions. This provides the theoretical bases for the development of projects related to highway network planning, economic analysis, etc.

  17. assessment of traffic flow on enugu highways using speed density ...

    African Journals Online (AJOL)

    HOD

    This research provides practical application for speed estimation, construction, maintenance and optimization of the highways using the speed-density models which will enhance traffic ... engineering. .... machines without actually taking physical field traffic .... Federal Road Safety Corps, Enugu State Command, 2015.

  18. Traffic control and intelligent vehicle highway systems: a survey

    NARCIS (Netherlands)

    Baskar, L.D.; Schutter, B. de; Hellendoorn, J.; Papp, Z.

    2011-01-01

    Traffic congestion in highway networks is one of the main issues to be addressed by today's traffic management schemes. Automation combined with the increasing market penetration of on-line communication, navigation and advanced driver assistance systems will ultimately result in intelligent vehicle

  19. A Functional Architecture For Automated Highway Traffic Planning

    OpenAIRE

    Tsao, H. S. Jacob

    1994-01-01

    This report defines an architecture for Automated Highway System (AHS) capacity-optimizing traffic planning functions. It identifies major traffic planning functions useful for optimizing the capacity of one or more major AHS operating scenarios and organizes them in a robust architecture that is modular, hierarchical, complete, expandable and integratable.

  20. PLUS highway network analysis: Case of in-coming traffic burden in 2013

    Science.gov (United States)

    Asrah, Norhaidah Mohd; Djauhari, Maman Abdurachman; Mohamad, Ismail

    2017-05-01

    PLUS highway is the largest concessionary in Malaysia. The study on PLUS highway development, in order to overcome the demand for efficient road transportation, is crucial. If the highways have better interconnected network, it will help the economic activities such as trade to increase. If economic activities are increasing, the benefit will come to the people and state. In its turn, it will help the leaders to plan and conduct national development program. In this paper, network analysis approach will be used to study the in-coming traffic burden during the year of 2013. The highway network linking all the toll plazas is a dynamic network. The objective of this study is to learn and understand about highway network in terms of the in-coming traffic burden entering to each toll plazas along PLUS highway. For this purpose, the filtered network topology based on the forest of all possible minimum spanning trees is used. The in-coming traffic burden of a city is represented by the number of cars passing through the corresponding toll plaza. To interpret the filtered network, centrality measures such as degree centrality, betweenness centrality, closeness centrality, eigenvector centrality are used. An overall centrality will be proposed if those four measures are assumed to have the same role. Based on the results, some suggestions and recommendations for PLUS highway network development will be delivered to PLUS highway management.

  1. 23 CFR 500.204 - TMS components for highway traffic data.

    Science.gov (United States)

    2010-04-01

    ... 23 Highways 1 2010-04-01 2010-04-01 false TMS components for highway traffic data. 500.204 Section... for highway traffic data. (a) General. Each State's TMS, including those using alternative procedures... highway traffic data shall include the testing of equipment used in the collection of the data....

  2. Highway and traffic engineering in developing countries

    DEFF Research Database (Denmark)

    1996-01-01

    Describes road and traffic engineering methods and problems in developing countries as opposed to similar problems in industrialized countries......Describes road and traffic engineering methods and problems in developing countries as opposed to similar problems in industrialized countries...

  3. Highway traffic model-based density estimation

    OpenAIRE

    Morarescu, Irinel - Constantin; CANUDAS DE WIT, Carlos

    2011-01-01

    International audience; The travel time spent in traffic networks is one of the main concerns of the societies in developed countries. A major requirement for providing traffic control and services is the continuous prediction, for several minutes into the future. This paper focuses on an important ingredient necessary for the traffic forecasting which is the real-time traffic state estimation using only a limited amount of data. Simulation results illustrate the performances of the proposed ...

  4. National Highway Traffic Safety Administration

    Science.gov (United States)

    ... that heatstroke can pose to kids left in cars. July 28, 2017 Death in Florida crash may be 13th in U.S. involving Takata inflator Honda has confirmed that a Takata air bag inflator ruptured in a fatal crash involving a ...

  5. National Highway Traffic Safety Administration

    Science.gov (United States)

    ... RAM ROLLS-ROYCE SAAB SMART SRT SUBARU SUZUKI TESLA TOYOTA VOLKSWAGEN VOLVO Select make Model model Select model NHTSA committed to keeping you safe Sept. 20, 2016: Federal Automated Vehicles Policy news conference Rescuing toddler locked in hot car What's Wrong With Your Air Bag? Latest from ...

  6. Analysis of Yearly Traffic Fluctuation on Latvian Highways

    Science.gov (United States)

    Freimanis, A.; Paeglı¯tis, A.

    2015-11-01

    Average annual daily traffic and average annual truck traffic are two most used metrics for road management decisions. They are calculated from data gathered by continuous counting stations embedded in road pavement, manual counting sessions or mobile counting devices. Last two usually do not last longer than a couple of weeks so the information gathered is influenced by yearly traffic fluctuations. Data containing a total of 8,186,871 vehicles or 1989 days from 4 WIM stations installed on highways in Latvia were used in this study. Each of the files was supposed to contain data from only 1 day and additional data were deleted. No other data cleaning steps were performed, which increased the number of vehicles as counting systems sometimes split vehicles into two. Weekly traffic and weekly truck traffic was normalized against respective average values. Each weekly value was then plotted against its number in a year for better visual perception. Weekly traffic amplitudes were used to assess differences between different locations and standard deviations for fluctuation comparison of truck and regular traffic at the same location. Results show that truck traffic fluctuates more than regular traffic during a year, especially around holidays. Differences between counting locations were larger for regular traffic than truck traffic. These results show that average annual daily traffic could be influenced more if short term counting results are adjusted by factors derived from unsuitable continuous counting stations, but truck traffic is more influenced by the time of year in which counting is done.

  7. Basic Course in Highway Traffic Records; Course Guide.

    Science.gov (United States)

    National Highway Traffic Safety Administration (DOT), Washington, DC.

    The twelve-part course is structured on a modular basis to allow the various topical areas and units of instruction to satisfy differing training requirements of state and local agencies which vary from state to state. It is specifically designed to provide guidence to state highway safety program management personnel, traffic records…

  8. Colleges and Universities Highway Traffic and Safety Centers.

    Science.gov (United States)

    Aaron, James E., Ed.; Ritzel, Dale O., Ed.

    After consideration of the organizing of university safety centers and the growth and role of such centers in the future, descriptions are presented of the activities and practices in each of 16 existing college and university highway traffic and safety centers. Information is presented regarding center objectives, programs, staff composition,…

  9. 49 CFR 234.261 - Highway traffic signal pre-emption.

    Science.gov (United States)

    2010-10-01

    ... 49 Transportation 4 2010-10-01 2010-10-01 false Highway traffic signal pre-emption. 234.261... Maintenance, Inspection, and Testing Inspections and Tests § 234.261 Highway traffic signal pre-emption. Highway traffic signal pre-emption interconnections, for which a railroad has maintenance...

  10. Multi-fractal analysis of highway traffic data

    Institute of Scientific and Technical Information of China (English)

    Shang Peng-Jian; Shen Jin-Sheng

    2007-01-01

    The purpose of the present study is to investigate the presence of multi-fractal behaviours in the traffic time series not only by statistical approaches but also by geometrical approaches. The pointwise H(o)lder exponent of a function is calculated by developing an algorithm for the numerical evaluation of H(o)lder exponent of time series. The traffic time series observed on the Beijing Yuquanying highway are analysed. The results from all these methods indicate that the traffic data exhibit the multi-fractal behaviour.

  11. Macroscopic modeling for traffic flow on three-lane highways

    Science.gov (United States)

    Chen, Jianzhong; Fang, Yuan

    2015-04-01

    In this paper, a macroscopic traffic flow model for three-lane highways is proposed. The model is an extension of the speed gradient model by taking into account the lane changing. The new source and sink terms of lane change rate are added into the continuity equations and the speed dynamic equations to describe the lane-changing behavior. The result of the steady state analysis shows that our model can describe the lane usage inversion phenomenon. The numerical results demonstrate that the present model effectively reproduces several traffic phenomena observed in real traffic such as shock and rarefaction waves, stop-and-go waves and local clusters.

  12. Towards actual brazilian traffic load models for short span highway bridges

    Directory of Open Access Journals (Sweden)

    C. E. Rossigali

    Full Text Available New live load models for highway bridge design in Brazil are under development by assembling real traffic database, traffic simulations, analytical-numerical modeling of the dynamic interaction between vehicle and structure and statistical extrapolations. This paper presents and discusses the results obtained in the first stages of this work which includes the comparison between the static effects due to the actual traffic of heavy vehicles and those generated by the live load model given in the current national code NBR 7188. It is demonstrated that this live load model is not appropriate to represent the actual traffic effects and may be, in some cases, non-conservative. The present work deals with short span bridges for two lanes single carriageway under free flow traffic scenarios. The representative static effects in these bridges due to the actual traffic of heavy vehicles are obtained by extrapolating its probability density functions to a certain return period. To this purpose, a traffic database was constructed by gathering data from several weighing stations in Brazilian highways which was then applied to perform traffic simulations through a specially developed computational tool.

  13. Robust Vehicle and Traffic Information Extraction for Highway Surveillance

    Directory of Open Access Journals (Sweden)

    C.-C. Jay Kuo

    2005-08-01

    Full Text Available A robust vision-based traffic monitoring system for vehicle and traffic information extraction is developed in this research. It is challenging to maintain detection robustness at all time for a highway surveillance system. There are three major problems in detecting and tracking a vehicle: (1 the moving cast shadow effect, (2 the occlusion effect, and (3 nighttime detection. For moving cast shadow elimination, a 2D joint vehicle-shadow model is employed. For occlusion detection, a multiple-camera system is used to detect occlusion so as to extract the exact location of each vehicle. For vehicle nighttime detection, a rear-view monitoring technique is proposed to maintain tracking and detection accuracy. Furthermore, we propose a method to improve the accuracy of background extraction, which usually serves as the first step in any vehicle detection processing. Experimental results are given to demonstrate that the proposed techniques are effective and efficient for vision-based highway surveillance.

  14. National Highway Planning Network (NHPN)

    Data.gov (United States)

    Department of Transportation — The NHPN (NTAD 2015) is a Geographical Information System (GIS) database that contains line features representing over 450,000 miles of current and planned highways...

  15. External Costs to Parties Involved in Highway Traffic Accidents: The Perspective of Highway Users

    Directory of Open Access Journals (Sweden)

    Rong-Chang Jou

    2015-06-01

    Full Text Available This study explores highway travellers’ willingness to pay (WTP for external costs caused by traffic accidents. There are a number of further external costs, the paper focuses on two externalities: air pollution and time delays. Data collection was performed using the face-to-face survey method, and the surveys were carried out at highway rest areas. Air pollution and time delays were divided into three levels of severity (light, moderate and severe to obtain the interviewees’ WTP according to each level of severity. The result of this study demonstrates that there are many samples with zero WTP because penalties for pollution caused by traffic accidents are not currently enforced in Taiwan. Thus, the spike model was adopted in this study to overcome any estimation error that might be caused by excessive NT$0 WTP samples. The results show that variables such as age, education, income and willingness to participate in activities of environmental protection have a positive effect on WTP for air pollution, whereas variables such as occupation, travel purpose, traveller identity, travel time and travel distance have a significantly positive effect on WTP for time delays. WTP for nitrogen dioxide (NO2 is NT$8862–11,502/metric ton (US$1 = NT$30 and WTP for carbon dioxide (CO2 is NT$1070–2693/metric ton. Moreover, WTP for time delays is NT$960–1320/h. The findings of this study not only demonstrate WTP for air pollution and time delays in the minds of parties to traffic accidents but also help to provide agencies with a basis to formulate applicable penalties in the future.

  16. Neural Networks Based Modelling of Traffic Accidents in Interurban Rural Highways, Duzce Sampling

    Science.gov (United States)

    Ozgan, Ercan; Demirci, Recep

    this study, alternatively, Artificial Neural Network (ANN) based modelling of traffic accidents on two line interurban rural highways in terms of number of accidents; injuries and dead have been presented. This study was conducted for D100/11 state highway section in Duzce. In this section of the highway, totally 783 traffic accidents occurred and 1396 vehicles involved in these accidents between 2002 and 2006 years. Using traffic accident reports data, ANN was applied for modelling of traffic accidents with respect to distance and months. As a result, it was observed that there was a perfect fit between the simulation results and actual data of accidents and the created neural network model of accidents resembles the actual data. Therefore, the developed model could be an alternative method for predictions of traffic accidents on interurban rural highways.

  17. Wildlife Mortality on National Highway 72 and 74 Across Rajaji National Park, North India

    Directory of Open Access Journals (Sweden)

    Ritesh JOSHI

    2012-06-01

    Full Text Available Evaluating the road impact on resident wildlife is one of the important aspects of future conservation planning and of management related actions. Expanding a motor road network in and around protected habitats is considered to be a major threat that can cause the extinction of endangered species. We assessed vertebrate fauna mortality on two inter–state national highways: No. 72 (Haridwar–Dehradun and 74 (Haridwar–Bijnor and an ancillary road running across the Rajaji National Park and Haridwar Conservation area, North India. Field data on wildlife mortality was collected from June 2009 to May 2011. A total of 352 individuals of 39 species (3 amphibians, 9 reptiles, 18 mammals and 9 avian species were found dead on the national highways 72 & 74 and Haridwar–Chilla–Rishikesh motor road, which is running in between Rajaji National Park. Among all the mortalities, avian species were the most affected accounting for 38%, followed by mammals (27%. During Maha–Kumbh 2010, road accidents increased. It was an event that caused tremendous disturbance in animal migratory corridors and in drinking sites. The evaluation of vehicle traffic pressure on national highways revealed that ±14100 and ±9900 vehicles had been moving across these highways every day. In addition to that, expanding the motor roads network and increasing vehicle traffic pressure is disrupting ecological connectivity and impeding the movement of wild animals. In addition, wildlife mortality rate was observed to be increasing. Further studies are needed to understand the ecological impacts of increasing vehicle traffic on various national highways and roads and on animal behavioral responses, in order to take proper conservation actions

  18. Incorporating Traffic Control and Safety Hardware Performance Functions into Risk-based Highway Safety Analysis

    National Research Council Canada - National Science Library

    Zongzhi Li; Hoang Dao; Harshingar Patel; Yi Liu; Bei Zhou

    2017-01-01

    .... This study introduces a refined method for computing the Safety Index (SI) as a means of crash predictions for a highway segment that incorporates traffic control and safety hardware performance functions into the analysis...

  19. Research on Visualization of Traffic Volume Based on Dynamic Segmentation Method - Taking the National Highway Network in Guangdong Province as Example%基于动态分段技术的路段交通流量可视化方案探讨

    Institute of Scientific and Technical Information of China (English)

    方顺

    2012-01-01

    This paper introduces the principles of Dynamic Segmentation, and taking the national highway network in Guangdong Province for example, by using route mileage as M - value of route system, with the traffic observed data collected from the annual traffic survey data being imported to the route system of national highway network as line events, the traffic volume data can match to the vector map, which could provide a basis for the further analysis on the highway network.%在介绍动态分段基本原理的基础上,以广东省普通国道网为例,将里程桩号作为路线系统的量测M值的校正参考依据,并把年度交调数据中路段交通流量观测值作为线事件引入国道网的路线系统中,实现了路段交通流量与空间矢量地图的匹配,为路网的进一步网络分析及研究决策提供了科学的参考依据。

  20. Failure of classical traffic flow theories: Stochastic highway capacity and automatic driving

    Science.gov (United States)

    Kerner, Boris S.

    2016-05-01

    In a mini-review Kerner (2013) it has been shown that classical traffic flow theories and models failed to explain empirical traffic breakdown - a phase transition from metastable free flow to synchronized flow at highway bottlenecks. The main objective of this mini-review is to study the consequence of this failure of classical traffic-flow theories for an analysis of empirical stochastic highway capacity as well as for the effect of automatic driving vehicles and cooperative driving on traffic flow. To reach this goal, we show a deep connection between the understanding of empirical stochastic highway capacity and a reliable analysis of automatic driving vehicles in traffic flow. With the use of simulations in the framework of three-phase traffic theory, a probabilistic analysis of the effect of automatic driving vehicles on a mixture traffic flow consisting of a random distribution of automatic driving and manual driving vehicles has been made. We have found that the parameters of automatic driving vehicles can either decrease or increase the probability of the breakdown. The increase in the probability of traffic breakdown, i.e., the deterioration of the performance of the traffic system can occur already at a small percentage (about 5%) of automatic driving vehicles. The increase in the probability of traffic breakdown through automatic driving vehicles can be realized, even if any platoon of automatic driving vehicles satisfies condition for string stability.

  1. Highway Performance Monitoring System (HPMS) (National)

    Data.gov (United States)

    Department of Transportation — The Federal Highway Administration (FHWA) has the responsibility to assure that adequate highway transportation information is available to support its functions and...

  2. Incorporating Traffic Control and Safety Hardware Performance Functions into Risk-based Highway Safety Analysis

    Directory of Open Access Journals (Sweden)

    Zongzhi Li

    2017-04-01

    Full Text Available Traffic control and safety hardware such as traffic signs, lighting, signals, pavement markings, guardrails, barriers, and crash cushions form an important and inseparable part of highway infrastructure affecting safety performance. Significant progress has been made in recent decades to develop safety performance functions and crash modification factors for site-specific crash predictions. However, the existing models and methods lack rigorous treatments of safety impacts of time-deteriorating conditions of traffic control and safety hardware. This study introduces a refined method for computing the Safety Index (SI as a means of crash predictions for a highway segment that incorporates traffic control and safety hardware performance functions into the analysis. The proposed method is applied in a computation experiment using five-year data on nearly two hundred rural and urban highway segments. The root-mean square error (RMSE, Chi-square, Spearman’s rank correlation, and Mann-Whitney U tests are employed for validation.

  3. Theory and Simulation for Traffic Characteristics on the Highway with a Slowdown Section.

    Science.gov (United States)

    Xu, Dejie; Mao, Baohua; Rong, Yaping; Wei, Wei

    2015-01-01

    We study the traffic characteristics on a single-lane highway with a slowdown section using the deterministic cellular automaton (CA) model. Based on the theoretical analysis, the relationships among local mean densities, velocities, traffic fluxes, and global densities are derived. The results show that two critical densities exist in the evolutionary process of traffic state, and they are significant demarcation points for traffic phase transition. Furthermore, the changing laws of the two critical densities with different length of limit section are also investigated. It is shown that only one critical density appears if a highway is not slowdown section; nevertheless, with the growing length of slowdown section, one critical density separates into two critical densities; if the entire highway is slowdown section, they finally merge into one. The contrastive analysis proves that the analytical results are consistent with the numerical ones.

  4. PM10 source apportionment in a Swiss Alpine valley impacted by highway traffic.

    Science.gov (United States)

    Ducret-Stich, Regina E; Tsai, Ming-Yi; Thimmaiah, Devraj; Künzli, Nino; Hopke, Philip K; Phuleria, Harish C

    2013-09-01

    Although trans-Alpine highway traffic exhaust is one of the major sources of air pollution along the highway valleys of the Alpine regions, little is known about its contribution to residential exposure and impact on respiratory health. In this paper, source-specific contributions to particulate matter with an aerodynamic diameter traffic-related: traffic exhaust, road dust, tire and brake wear, and road salt contributing 16 %, 8 %, 1 %, and 2 % to annual PM10 concentrations, respectively. They showed a clear dependence with distance to highway. Additional contributions were identified from secondary particles (27 %), biomass burning (18 %), railway (11 %), and mineral dust including a local construction site (13 %). Comparing these source contributions with known source-specific biomarkers (e.g., levoglucosan, nitro-polycyclic aromatic hydrocarbons) showed high agreement with biomass burning, moderate with secondary particles (in winter), and lowest agreement with traffic exhaust.

  5. Empirical Features of Spontaneous and Induced Traffic Breakdowns in Free Flow at Highway Bottlenecks

    CERN Document Server

    Kerner, Boris S; Klenov, Sergey L; Rehborn, Hubert; Leibel, Michael

    2015-01-01

    Based on an empirical study of real field traffic data measured in 1996--2014 through road detectors installed on German freeways, we reveal physical features of empirical nuclei for spontaneous traffic breakdown in free flow at highway bottlenecks. It is shown that the source of a nucleus for traffic breakdown is the solely difference between empirical spontaneous and induced traffic breakdowns at a highway bottleneck. Microscopic traffic simulations with a stochastic traffic flow model in the framework of three-phase theory explain the empirical findings. It turns out that in the most cases, a nucleus for empirical spontaneous traffic breakdown occurs through an interaction of one of waves in free flow with an empirical permanent speed disturbance localized at a highway bottleneck. The wave is a localized structure in free flow, in which the total flow rate is larger and the speed averaged across the highway is smaller than outside the wave. The waves in free flow appear due to oscilations in the percentage...

  6. Multi-scale traffic safety and operational performance study of large trucks on mountainous interstate highway.

    Science.gov (United States)

    Chen, Suren; Chen, Feng; Wu, Jun

    2011-01-01

    In addition to multi-vehicle accidents, large trucks are also prone to single-vehicle accidents on the mountainous interstate highways due to the complex terrain and fast-changing weather. By integrating both historical data analysis and simulations, a multi-scale approach is developed to evaluate the traffic safety and operational performance of large trucks on mountainous interstate highways in both scales of individual vehicle as well as traffic on the whole highway. A typical mountainous highway in Colorado is studied for demonstration purposes. Firstly, the ten-year historical accident records are analyzed to identify the accident-vulnerable-locations (AVLs) and site-specific critical adverse driving conditions. Secondly, simulation-based single-vehicle assessment is performed for different driving conditions at those AVLs along the whole corridor. Finally, the cellular-automaton (CA)-based simulation is carried out to evaluate the multi-vehicle traffic safety as well as the operational performance of the traffic by considering the actual speed limits, including the differential speed limits (DSL) at some locations. It is found that the multi-scale approach can provide insightful and comprehensive observations of the highway performance, which is especially important for mountainous highways.

  7. Equivalent noise level response to number of vehicles: a comparison between a high traffic flow and low traffic flow highway in Klang Valley, Malaysia

    OpenAIRE

    Halim, Herni; Abdullah, Ramdzani

    2014-01-01

    HIGHLIGHTS Highway traffic noise is a serious problem in Malaysia Heavy traffic flow highway recorded higher noise level compared to low traffic flow Noise level stabilized at certain number of vehicles on the road i.e above 500 vehicles. Although much research on road traffic noise has found that noise level increase are influenced by driver behavior and source-receiver distance, little attention has been paid to the relationship between noise level and total number of vehicles...

  8. Basic Course in Highway Traffic Records. Student Guide.

    Science.gov (United States)

    National Highway Traffic Safety Administration (DOT), Washington, DC.

    This course in Traffic Records will introduce the student to the basic concepts of an integrated State Traffic Records System. The course is built around the Design Manual for State Traffic Records Systems. The pertinent parts of the design manual have not been reproduced with this study guide but are referenced in the introductory pages for each…

  9. Traffic management and control in intelligent vehicle highway systems

    NARCIS (Netherlands)

    Baskar, L.D.

    2009-01-01

    Traffic congestion is a problem experienced daily by most of us. Among various traffic management schemes, efficient utilisation of the existing roadside infrastructure combined with in-vehicle technologies offers a promising solution to address traffic congestion and related problems. This approach

  10. Cellular Automaton Models of Highway Traffic Flow Considering Lane-Control and Speed-Control

    Institute of Scientific and Technical Information of China (English)

    钱勇生; 李文俊; 曾俊伟; 王敏; 杜加伟; 广晓平

    2011-01-01

    As two kinds of management modes of highway tramc control, lane-control, and speed-control produce different effect under different conditions. In this paper, traffic flow cellular automaton models for four-lane highway system with two opposing directions under the above two modes are established considering car and truck mixed running. Through computer numerical simulating, the fundamental diagrams with different parameters are obtained, and after the analysis of density-flux diagrams, the variation discipline of flux with traffic density under different control models is gained. The results indicate that, compared with lane-control, utilization ratio of road can be further improved with speed-control when the truck number increases. The research result is of great significance for reasonable providing theoretical guidance for highway traffic control.

  11. Simulation study of traffic accidents on a three-lane highway

    Science.gov (United States)

    Chang, Jau-Yang; Lai, Wun-Cing

    2015-07-01

    Unsuitable driving behaviors often lead to the occurrence of traffic accidents. To reduce accidents and to prolong human life, simulated investigations are highly desirable to evaluate the effect of traffic safety in terms of number of traffic accidents. In this paper, a three-lane traffic flow model is proposed to analyze the probability of the occurrence of traffic accidents on highway. We define appropriate driving rules for the forward moving and lane changing of the vehicles. Three types of vehicle accidents are designed to investigate the relationships between different driving behaviors and traffic accidents. We simulate four road driving strategies, and compute the traffic flow, velocity, lane-changing frequency and the probability of the occurrence of traffic accidents for different road driving strategies. According to the simulation and analysis, it is shown that the probability of the occurrence of traffic accidents can be reduced by using the specified road driving strategies. Additionally, we found that the occurrence of traffic accidents can be avoided when the slow vehicles are suitably constrained to move on a three-lane highway.

  12. Microscopic modeling of multi-lane highway traffic flow

    CERN Document Server

    Hodas, N O

    2003-01-01

    In heavy traffic with congested roadway the maximum traffic flow also depends on length of cars. This is deduced in a simple derivation suited for classroom demonstration as well as homework. The resulting equation demonstrates a new relation to an apparently unrelated area of physics, the maximum ship velocity (hull speed) and explains why traffic is sometimes faster on the slow lane on a congested multi-lane road.

  13. Failure of classical traffic flow theories: Stochastic highway capacity and automatic driving

    CERN Document Server

    Kerner, Boris S

    2016-01-01

    In a mini-review [Physica A {\\bf 392} (2013) 5261--5282] it has been shown that classical traffic flow theories and models failed to explain empirical traffic breakdown -- a phase transition from metastable free flow to synchronized flow at highway bottlenecks. The main objective of this mini-review is to study the consequence of this failure of classical traffic-flow theories for an analysis of empirical stochastic highway capacity as well as for the effect of automatic driving vehicles and cooperative driving on traffic flow. To reach this goal, we show a deep connection between the understanding of empirical stochastic highway capacity and a reliable analysis of automatic driving vehicles in traffic flow. With the use of simulations in the framework of three-phase traffic theory, a probabilistic analysis of the effect of automatic driving vehicles on a mixture traffic flow consisting of a random distribution of automatic driving and manual driving vehicles has been made. We have found that the parameters o...

  14. Discussion on the Influence of Design Points on Highway Traffic Safety%刍议影响交通安全的公路设计要点

    Institute of Scientific and Technical Information of China (English)

    马传涛

    2014-01-01

    With the development of national economy and the increasing of highway miles and the number of cars in our country, requirements on the highway traffic safety are also rising. This article analyzed and discussed the influence of highway design on traffic safety, hoping to provide a certain reference for highway construction in our country.%随着国民经济发展,公路建设里程的不断增加以及我国汽车数量的增加,对公路交通安全的要求也在不断提高。本文就我国公路设计对交通安全的影响进行了分析和论述,希望对我国公路的施工建设起到一定的借鉴作用。

  15. Probabilistic assessment of an aged highway bridge under traffic load

    NARCIS (Netherlands)

    Steenbergen, R.D.J.M.; Maljaars, J.; Morales Nápoles, O.; Abspoel, L.

    2012-01-01

    Existing civil infrastructure represents a large economic value. Within the actions applied to the bridges, the traffic load is, in general, the most significant variable action to be considered when the ultimate limit states are under investigation. Consequently, the traffic load models play an imp

  16. Highway traffic estimation of improved precision using the derivative-free nonlinear Kalman Filter

    Science.gov (United States)

    Rigatos, Gerasimos; Siano, Pierluigi; Zervos, Nikolaos; Melkikh, Alexey

    2015-12-01

    The paper proves that the PDE dynamic model of the highway traffic is a differentially flat one and by applying spatial discretization its shows that the model's transformation into an equivalent linear canonical state-space form is possible. For the latter representation of the traffic's dynamics, state estimation is performed with the use of the Derivative-free nonlinear Kalman Filter. The proposed filter consists of the Kalman Filter recursion applied on the transformed state-space model of the highway traffic. Moreover, it makes use of an inverse transformation, based again on differential flatness theory which enables to obtain estimates of the state variables of the initial nonlinear PDE model. By avoiding approximate linearizations and the truncation of nonlinear terms from the PDE model of the traffic's dynamics the proposed filtering methods outperforms, in terms of accuracy, other nonlinear estimators such as the Extended Kalman Filter. The article's theoretical findings are confirmed through simulation experiments.

  17. ASSESSING AND MITIGATING THE IMPACTS OF DYNAMIC MESSAGE SIGNS ON HIGHWAY TRAFFIC

    Directory of Open Access Journals (Sweden)

    Miao Song

    2016-03-01

    Full Text Available As a critical component in Intelligent Transportation Systems (ITS of modern traffic management, dynamic message signs (DMS are widely used in many countries as an effective means to provide motorists with up-to-date information regarding accidents, congestion, road conditions and travel time, etc. However, it was observed in traffic data that motorists tended to slow down when approaching active DMSs and speed up after passing these signs. The speed variations could pose safety hazards to other motorists on highways. To gain insights into this issue and understand associated causes and risks, a human factors study was conducted to help ease the speed variation when approaching DMSs. The effect of DMS messages on traffic approaching and passing the signs were assessed by analyzing highway traffic data near DMSs. A questionnaire survey was conducted to identify associated causes and risks. Participants were further surveyed about their preferences on DMS characteristics such as message category, message type, number of frames, message details, and the use of graphics. Individual drivers' responses to various DMS designs were evaluated through a simulation test. This study has provided updated knowledge regarding the effects of DMSs on highway traffic and has identified measures to improve the design and display of DMS messages to help ease the speed variation of approaching traffic.

  18. Simple cellular automaton model for traffic breakdown, highway capacity, and synchronized flow.

    Science.gov (United States)

    Kerner, Boris S; Klenov, Sergey L; Schreckenberg, Michael

    2011-10-01

    We present a simple cellular automaton (CA) model for two-lane roads explaining the physics of traffic breakdown, highway capacity, and synchronized flow. The model consists of the rules "acceleration," "deceleration," "randomization," and "motion" of the Nagel-Schreckenberg CA model as well as "overacceleration through lane changing to the faster lane," "comparison of vehicle gap with the synchronization gap," and "speed adaptation within the synchronization gap" of Kerner's three-phase traffic theory. We show that these few rules of the CA model can appropriately simulate fundamental empirical features of traffic breakdown and highway capacity found in traffic data measured over years in different countries, like characteristics of synchronized flow, the existence of the spontaneous and induced breakdowns at the same bottleneck, and associated probabilistic features of traffic breakdown and highway capacity. Single-vehicle data derived in model simulations show that synchronized flow first occurs and then self-maintains due to a spatiotemporal competition between speed adaptation to a slower speed of the preceding vehicle and passing of this slower vehicle. We find that the application of simple dependences of randomization probability and synchronization gap on driving situation allows us to explain the physics of moving synchronized flow patterns and the pinch effect in synchronized flow as observed in real traffic data.

  19. Fundamental diagram in traffic flow of mixed vehicles on multi-lane highway

    Science.gov (United States)

    Tanaka, Katsunori; Nagatani, Takashi; Masukura, Shuichi

    2008-09-01

    We study the fundamental diagram for traffic flow of vehicular mixture on a multi-lane highway. We present the car-following model of multi-lane traffic in which slow and fast vehicles flow with changing lanes. We investigate the traffic states of the vehicular mixture under the periodic boundary. Two values of the current appear at a density and two current curves are obtained. Vehicles move with changing lanes in the traffic state of high current, while vehicles move without changing lanes in the traffic state of low current. They depend on the density, the fraction of slow vehicles, and the initial condition. In the high-current curve, the jamming transition between the free flow and the jammed state occurs at a low density. The fundamental diagrams (current-density diagrams) are shown for the single-lane, two-lane, three-lane, and four-lane traffics.

  20. Analysis of Traffic Capacity on Mountainous Two Lane Highway Adding Climbing Lane

    Directory of Open Access Journals (Sweden)

    Meng Yunwei

    2016-01-01

    Full Text Available During the construction of mountainous double lane highway, climbing lane plays a certain role for enhancing the traffic capacity. In order to explore traffic capacity improvement effect for different conditions of climbing lane, 20 representative models are chosen, which contain various combinations of alignment and traffic parameters. The changes of traffic capacity, average speed, delays, and saturation in models are obtained before and after the use of a climbing lane by means of numerical simulation. The results show that the use of a climbing lane could improve traffic capacity, average speed, while reducing delays and saturation. The improvement effect is different according to different combinations of alignment and traffic parameters. The research could provide a reference for mountainous climbing lane construction intend.

  1. Altered pulmonary function in children with asthma associated with highway traffic near residence.

    Science.gov (United States)

    Margolis, Helene G; Mann, Jennifer K; Lurmann, Frederick W; Mortimer, Kathleen M; Balmes, John R; Hammond, S Katharine; Tager, Ira B

    2009-04-01

    Cross-sectional analyses were conducted to evaluate the effects of exposure to highway traffic on pulmonary function in Fresno, California. Traffic and spirometry data were available for 214 children (enrollment ages six to 11 years). Multiple linear regression was used to evaluate the relations between pulmonary function and traffic parameters. Heavy-duty vehicle count was used as a surrogate measure for diesel-related exposures. Pulmonary function was non-significantly associated with longer distance-to-road and non-significantly associated with higher traffic intensity. Evaluation of effect modification by FEF(25-75)/FVC (a measure of intrinsic airway size) showed that all pulmonary function measures of flow were significantly inversely related to a traffic metric that incorporates traffic intensity and roadway proximity. The results indicate that residence proximity to highway traffic is associated with lower pulmonary function among children with asthma, and smaller airway size is an important modifier of the effect of traffic exposure on pulmonary function and a marker of increased susceptibility.

  2. The physics of empirical nuclei for spontaneous traffic breakdown in free flow at highway bottlenecks

    Science.gov (United States)

    Kerner, Boris S.; Koller, Micha; Klenov, Sergey L.; Rehborn, Hubert; Leibel, Michael

    2015-11-01

    Based on an empirical study of real field traffic data measured in 1996-2014 through road detectors installed on German freeways, we reveal physical features of empirical nuclei for spontaneous traffic breakdown in free flow at highway bottlenecks. A microscopic stochastic three-phase traffic model of the nucleation of spontaneous traffic breakdown presented in the article explains the empirical findings. It turns out that in the most cases a nucleus for the breakdown occurs through an interaction of one of waves in free flow with an empirical permanent speed disturbance localized at a highway bottleneck. The wave is a localized structure in free flow, in which the total flow rate is larger and the speed averaged across the highway is smaller than outside the wave. The waves in free flow appear due to oscillations in the percentage of slow vehicles; these waves propagate with the average speed of slow vehicles in free flow. Any of the empirical waves exhibits a two-dimensional asymmetric spatiotemporal structure: Wave's characteristics are different in different highway lanes.

  3. 78 FR 36633 - National Automotive Sampling System

    Science.gov (United States)

    2013-06-18

    ... National Highway Traffic Safety Administration National Automotive Sampling System AGENCY: National Highway Traffic Safety Administration (NHTSA), Department of the Transportation (DOT). ACTION: Notice of public... regarding vehicle design and traffic safety. The NASS system currently has two components: the...

  4. 77 FR 37471 - National Automotive Sampling System

    Science.gov (United States)

    2012-06-21

    ... National Highway Traffic Safety Administration National Automotive Sampling System AGENCY: National Highway Traffic Safety Administration (NHTSA), Department of Transportation (DOT). ACTION: Notice and request for... make informed regulatory, program, and policy decisions regarding vehicle design and traffic...

  5. Mechanisms for spatio-temporal pattern formation in highway traffic models.

    Science.gov (United States)

    Wilson, R Eddie

    2008-06-13

    A key qualitative requirement for highway traffic models is the ability to replicate a type of traffic jam popularly referred to as a phantom jam, shock wave or stop-and-go wave. Despite over 50 years of modelling, the precise mechanisms for the generation and propagation of stop-and-go waves and the associated spatio-temporal patterns are in dispute. However, the increasing availability of empirical datasets, such as those collected from motorway incident detection and automatic signalling system (MIDAS) inductance loops in the UK or the next-generation simulation trajectory data (NGSIM) project in the USA, means that we can expect to resolve these questions definitively in the next few years. This paper will survey the essence of the competing explanations of highway traffic pattern formation and introduce and analyse a new mechanism, based on dynamical systems theory and bistability, which can help resolve the conflict.

  6. Characteristic particle methods for traffic flow simulations on highway networks

    CERN Document Server

    Farjoun, Yossi

    2012-01-01

    A characteristic particle method for the simulation of first order macroscopic traffic models on road networks is presented. The approach is based on the method "particleclaw", which solves scalar one dimensional hyperbolic conservations laws exactly, except for a small error right around shocks. The method is generalized to nonlinear network flows, where particle approximations on the edges are suitably coupled together at the network nodes. It is demonstrated in numerical examples that the resulting particle method can approximate traffic jams accurately, while only devoting a few degrees of freedom to each edge of the network.

  7. Basic Course in Highway Traffic Records. Instructor's Guide.

    Science.gov (United States)

    National Highway Traffic Safety Administration (DOT), Washington, DC.

    The scope and content of this traffic records course are outlined in a chart (Course Structure) and tabulation (Overview of Course Content). General course objectives follow the overview. These define for the instructor the broad objectives, module by module, which the course is designed to reach. The last part of this section gives a detailed…

  8. Alternative method of highway traffic safety analysis for developing countries using delphi technique and Bayesian network.

    Science.gov (United States)

    Mbakwe, Anthony C; Saka, Anthony A; Choi, Keechoo; Lee, Young-Jae

    2016-08-01

    Highway traffic accidents all over the world result in more than 1.3 million fatalities annually. An alarming number of these fatalities occurs in developing countries. There are many risk factors that are associated with frequent accidents, heavy loss of lives, and property damage in developing countries. Unfortunately, poor record keeping practices are very difficult obstacle to overcome in striving to obtain a near accurate casualty and safety data. In light of the fact that there are numerous accident causes, any attempts to curb the escalating death and injury rates in developing countries must include the identification of the primary accident causes. This paper, therefore, seeks to show that the Delphi Technique is a suitable alternative method that can be exploited in generating highway traffic accident data through which the major accident causes can be identified. In order to authenticate the technique used, Korea, a country that underwent similar problems when it was in its early stages of development in addition to the availability of excellent highway safety records in its database, is chosen and utilized for this purpose. Validation of the methodology confirms the technique is suitable for application in developing countries. Furthermore, the Delphi Technique, in combination with the Bayesian Network Model, is utilized in modeling highway traffic accidents and forecasting accident rates in the countries of research.

  9. A New Macro Model for Traffic Flow on a Highway with Ramps and Numerical Tests

    Institute of Scientific and Technical Information of China (English)

    TANG Tie-Qiao; HUANG Hai-Jun; S.C.Wong; GAO Zi-You; ZHANG Ying

    2009-01-01

    In this paper, we present a new macro model for traffic flow on a highway with ramps based on the existing models. We use the new model to study the effects of on-off-ramp on the main road traffic during the morning rush period and the evening rush period. Numerical tests show that, during the two rush periods, these effects are often different and related to the status of the main road traffic. If the main road traffic flow is uniform, then ramps always produce stop-and-go traffic when the main road density is between two critical values, and ramps have little effect on the main road traffic when the main road density is less than the smaller critical value or greater than the larger critical value. If a small perturbation appears on the main road, ramp may lead to stop-and-go traffic, or relieve or even eliminate the stop-and-go traffic, under different circumstances. These results are consistent with real traffic, which shows that the new model is reasonable.

  10. Modeling highway-traffic headway distributions using superstatistics.

    Science.gov (United States)

    Abul-Magd, A Y

    2007-11-01

    We study traffic clearance distributions (i.e., the instantaneous gap between successive vehicles) and time-headway distributions by applying the Beck and Cohen superstatistics. We model the transition from free phase to congested phase with the increase of vehicle density as a transition from the Poisson statistics to that of the random-matrix theory. We derive an analytic expression for the spacing distributions that interpolates from the Poisson distribution and Wigner's surmise and apply it to the distributions of the net distance and time gaps among the succeeding cars at different densities of traffic flow. The obtained distribution fits the experimental results for single-vehicle data of the Dutch freeway A9 and the German freeway A5.

  11. Drowsy drivers--medical implication of highway traffic safety.

    Science.gov (United States)

    Pant, S

    2011-01-01

    The estimates of the contribution of drowsiness and fatigue to the number of road crashes is often neglected considerably, due both to under-reporting of these factors by drivers, and technical difficulty in investigating the problem. Preventing and treating the reasons for falling asleep behind the wheel may have considerable contribution in traffic safety. Therefore the licensing authorities in co-operation with the medical profession should attend more closely to the issue of sleep related disorders and their implications for driving in cases with notoriously high risk. The police and other enforcement authorities need appropriate knowledge and procedures to detect drivers at risk of falling asleep while driving. Considering the increasing number of road traffic accidents day per day, it is a need of the hour to detect drivers possibly at risk, and to take appropriate precautions in terms of education, advice and treatment regimes, as well as restrictions on licensing.

  12. Effect of desired speed variability on highway traffic flow.

    Science.gov (United States)

    Lipshtat, Azi

    2009-06-01

    Traffic flow is a function of many natural, environmental, and human factors. Not only that weather and road condition can vary, but drivers' decisions and policies also can affect the flow. Here we analyze the effect of distribution of desired speeds. We show that a broader distribution can reduce the flow efficiency and increase congestions. Since different drivers react differently to changes in weather or road conditions, such a change leads to a change in desired speed distribution as well. As a result, nonintuitive changes in traffic flow may occur. Besides providing insight and analyzing the underlying mechanism of a collective phenomenon, this example sheds light on a fundamental aspect of computational modeling. Although "mean-field" models that deal with average values only and ignore variability are simpler and easier to analyze, they can very easily turn into oversimplifications and miss relevant qualitative phenomena.

  13. Traffic-related air quality assessment for open road tolling highway facility.

    Science.gov (United States)

    Lin, Jie; Yu, Dan

    2008-09-01

    Open road tolling (ORT) design has been considered as an effective means of smoothing highway traffic and reducing travel delay on toll highways. In this paper it is demonstrated that ORT can also achieve significant air quality benefits over the conventional toll plaza design. The near roadside carbon monoxide (CO) concentration levels can be reduced by up to 37%, and diesel particulate matter (DPM) emissions can decrease by as much as 58%. These large expected air quality benefits have great implications to the regional efforts of reducing mobile source air pollution toward achieving attainment status and healthier living environment.

  14. A study on traffic weaving segment level of service on Malaysia urban highway

    Science.gov (United States)

    Abdullah, Rohaya; Sadullah, Ahmad Farhan Mohd

    2017-07-01

    The objective of this research is to observe weaving problems, analyze the capacity of the weaving segment and to identify the behavior of the Malaysian driver at urban freeway weaving segment. Field data collected during non - peak hours at km. 138.6-138.2 (north bound) Seberang Jaya: Penang Bridge, km.16.8 to km.17.0 Sunway Mentari: Damansara-Puchong Highway and km.21.4 to km.21.9 Puchong Intan: Damansara-Puchong Highway. These segments behave as a bottleneck during peak hour. The data collected are traffic volume, vehicle composition and the road geometry. The drivers behavior pattern at the freeway weaving segment is observed. This research analyses by two different methodologies, the first analysis is by referring to the US Highway Capacity Manual 2010 and the second analysis through a modified method to suit the local traffic composition. The consideration of motorcycle and light heavy vehicle in the analysis lead to a different evaluation of weaving segment capacity. The analysis results show a slight difference between both methods. LOS, weaving speed and density prediction by the modified method is slightly higher than the HCM method. These results, suggest that the numbers of light heavy vehicle and motorcycle contribute to the amount of traffic volume because the value factors of Passenger Car Equivalent (PCE). The adoption of the widely used method without taking consideration of local traffic condition, might lead to improper road planning or design or road operation management.

  15. Impact of overland traffic on heavy metal levels in highway dust and soils of Istanbul, Turkey.

    Science.gov (United States)

    Guney, Mert; Onay, Turgut T; Copty, Nadim K

    2010-05-01

    The purpose of this study was to investigate the impact of overland traffic on the spatial distribution of heavy metals in urban soils (Istanbul, Turkey). Road dust, surface, and subsurface soil samples were collected from a total of 41 locations along highways with dense traffic and secondary roads with lower traffic and analyzed for lead (Pb), zinc (Zn), and copper (Cu) concentrations. Statistical evaluation of the heavy metal concentrations observed along highways and along the secondary roads showed that the data were bimodally distributed. The maximum observed Pb, Zn, and Cu concentrations were 1,573, 522 and 136 mg/kg, respectively, in surface soils along highways and 99.3, 156, and 38.1 mg/kg along secondary roads. Correlation analysis of the metal concentrations in road dust, surface and 20-cm depth soils suggests the presence of a common pollution source. However, metal concentrations in the deeper soils were substantially lower than those observed at the surface, indicating low mobility of heavy metals, especially for Pb and Zn. A modified kriging approach that honors the bimodality of the data was used to estimate the spatial distribution of the surface concentrations of metals, and to identify hotspots. Results indicate that despite the presence of some industrial zones within the study area, traffic is the main heavy metal pollution source.

  16. High Black Carbon (BC) Concentrations along Indian National Highways

    Science.gov (United States)

    Kumar, S.; Singh, A. K.; Singh, R. P.

    2015-12-01

    Abstract:Black carbon (BC), the optically absorbing component of carbonaceous aerosol, has direct influence on radiation budget and global warming. Vehicular pollution is one of the main sources for poor air quality and also atmospheric pollution. The number of diesel vehicles has increased on the Indian National Highways during day and night; these vehicles are used for the transport of goods from one city to another city and also used for public transport. A smoke plume from the vehicles is a common feature on the highways. We have made measurements of BC mass concentrations along the Indian National Highways using a potable Aethalometer installed in a moving car. We have carried out measurements along Varanasi to Kanpur (NH-2), Varanasi to Durgapur (NH-2), Varanasi to Singrauli (SH-5A) and Varanasi to Ghazipur (NH-29). We have found high concentration of BC along highways, the average BC mass concentrations vary in the range 20 - 40 µg/m3 and found high BC mass concentrations up to 600 μg/m3. Along the highways high BC concentrations were characteristics of the presence of industrial area, power plants, brick kilns and slow or standing vehicles. The effect of increasing BC concentrations along the National Highways and its impact on the vegetation and human health will be presented. Key Words: Black Carbon; Aethalometer; mass concentration; Indian National Highways.

  17. a Markov-Process Inspired CA Model of Highway Traffic

    Science.gov (United States)

    Wang, Fa; Li, Li; Hu, Jian-Ming; Ji, Yan; Ma, Rui; Jiang, Rui

    To provide a more accurate description of the driving behaviors especially in car-following, namely a Markov-Gap cellular automata model is proposed in this paper. It views the variation of the gap between two consequent vehicles as a Markov process whose stationary distribution corresponds to the observed gap distribution. This new model provides a microscopic simulation explanation for the governing interaction forces (potentials) between the queuing vehicles, which cannot be directly measurable for traffic flow applications. The agreement between empirical observations and simulation results suggests the soundness of this new approach.

  18. Impact of the Next-Nearest-Neighbor Interaction on Traffic Flow of Highway with Slopes

    Institute of Scientific and Technical Information of China (English)

    李志鹏; 周盈

    2012-01-01

    In this paper,we study the motion course of traffic flow on the slopes of a highway by applying a microscopic traffic model,which takes into account the next-nearest-neighbor interaction in an intelligent transportation system environment.Three common gradients of the highway,which are sag terrain,uphill terrain,and downhill terrain on a single-lane roadway,are selected to clarify the impact on the traffic flow by the next-nearest-neighbor interaction in relative velocity.We obtain the current-density relation for traffic flow on the sag,the uphill and the downhill under the next-nearest-neighbor interaction strategy.It is observed that the current saturates when the density is greater than a critical value and the current decreases when the density is greater than another critical value.When the density falls into the intermediate range between the two critical densities it is also found that the oscillatory jam,easily leads to traffic accidents,often appears in the downhill stage,and the next-nearest-neighbor interaction in relative velocity has a strong suppressing effect on this kind of dangerous congestion.A theoretical analysis is also presented to explain this important conclusion.

  19. Pedestrians’ adherence to road traffic regulations on the N1 Highway in Accra, Ghana

    Science.gov (United States)

    Noora, Charles Lwanga; Afari, Edwin Andrews; Nuoh, Robert Domo; Adjei, Eric Yirenkyi; Anthony, Gershon Kobla; Abdulai, Marijanatu; Sackey, Samuel Oko; Kenu, Ernest; Nyarko, Kofi Mensah

    2016-01-01

    Introduction Pedestrian behavior and adherence to road traffic regulation is vital in the prevention and control of road traffic accidents (RTA) especially on highways in Ghana. We assessed pedestrians’ adherence to road crossing regulations on the George Walker Bush (N1) Highway in Accra. Methods We conducted a cross sectional study of pedestrians crossing the N1 highway from both sides of the road between 7:00 am and 11:00am. We observed all pedestrians using a checklist and interviewed 413 using a structured questionnaire. We collected data on basic demographics, and pedestrians’ knowledge on road crossing (exposures). Data was, cleaned and analyzed using Epi-info version 3.5.4. Pearson Chi-square was used to assess differences in proportions for categorical variables. Binary logistic regression was used to test for association between pedestrian choice of route and exposures. Results We observed (n = 1856) pedestrians crossing the road during the study period; 1155 (62.2%) males, 461 (24.8%) did not use the approved route(s). Majority 317(76.8%) were adults between the ages of 20-49, mostly males 265 (56.4%). Most people (92.7%) had at least basic education. AOR for sex (male) was 1.7(1.1-2.6), and regular use of Highway (always) was 0.4(0.2-0.8) at 95% CI. Conclusion One out of every 4pedestrians using the N1 Highway used an unapproved route. Majority of pedestrians who regularly cross the Highway at unapproved routes were males. We recommend vigorous public education and addition of more footbridges. PMID:28149436

  20. National Highway Alignment from Namakkal to Erode Using GIS

    Directory of Open Access Journals (Sweden)

    T. Subramani

    2014-08-01

    Full Text Available The vision of the Highway Alignment is to increase the capacity, connectivity, efficiency and safety of the Highways System so as to enable balanced socioeconomic development of all sections of the people and all regions from NAMAKKAL to ERODE via and to reduce the traffic and travelling of the state. It is to establish shortest path for road network time in the roads which provide a better and comfortable base for updating the traffic and other related information in road administration. It is to identify the short route for the vehicles traveling from NAMAKKAL to ERODE and to reduce the time travel for the vehicles with possible paths or routes or places for laying eco-friendly highway. To optimize the route for the vehicles traveling from NAMAKKAL to ERODE using GIS with Network analysis tools. From this we can find the suitable route for peoples to carry out without any traffic disturbances and protecting the environment. It also took advantages of GIS capabilities that offer the ability to overlay maps, merge them, and perform spatial analysis on various layers of information in either two or three dimensions:

  1. Impact of Lane Width of Road on Passenger Car Unit Capacity under Mix Traffic Condition in Cities on Congested Highways

    Directory of Open Access Journals (Sweden)

    A.R. Khanorkar

    2014-04-01

    Full Text Available Passenger car units are used to represent the effects of varying mixed vehicle types on traffic stream. The traffic volume information about roads which is important for, design and planning analysis for that roadway system. Traffic on congested highways is of the mixed nature to assess the different types of vehicles on highways. This study is concerned with determine the PCU values of vehicles in under mixed nature traffic flow at on congested highways. PCU is the different types of vehicles offer different degree of interference to the other traffic it necessary to bring all types to a common unit. The common unit adopted is expressing the volume as Passenger Car Unit (PCU per hour. In this paper the required data is collected at five main highways around and in Nagpur City using a digital video recorder. During recent years traffic on road has been grow up at rapid rate which causes congestion on the roads. Speeds of vehicle reduced due to congestion and vehicle operating cost is high on such highways. Accident rate is also usually high. Our aim is to work out the passenger car unit PCU for different types of vehicles under mixed nature traffic conditions.

  2. National guidelines for traffic calming

    CSIR Research Space (South Africa)

    Schermers, G

    1998-03-01

    Full Text Available and provides a policy framework on traffic calming. It also describes the administrative and management procedures required to meet policy objectives in the implementation and monitoring of traffic calming in urban areas. Related legal requirements, liability...

  3. The Traffic Adaptive Data Dissemination (TrAD Protocol for both Urban and Highway Scenarios

    Directory of Open Access Journals (Sweden)

    Bin Tian

    2016-06-01

    Full Text Available The worldwide economic cost of road crashes and injuries is estimated to be US$518 billion per year and the annual congestion cost in France is estimated to be €5.9 billion. Vehicular Ad hoc Networks (VANETs are one solution to improve transport features such as traffic safety, traffic jam and infotainment on wheels, where a great number of event-driven messages need to be disseminated in a timely way in a region of interest. In comparison with traditional wireless networks, VANETs have to consider the highly dynamic network topology and lossy links due to node mobility. Inter-Vehicle Communication (IVC protocols are the keystone of VANETs. According to our survey, most of the proposed IVC protocols focus on either highway or urban scenarios, but not on both. Furthermore, too few protocols, considering both scenarios, can achieve high performance. In this paper, an infrastructure-less Traffic Adaptive data Dissemination (TrAD protocol which takes into account road traffic and network traffic status for both highway and urban scenarios will be presented. TrAD has double broadcast suppression techniques and is designed to adapt efficiently to the irregular road topology. The performance of the TrAD protocol was evaluated quantitatively by means of realistic simulations taking into account different real road maps, traffic routes and vehicular densities. The obtained simulation results show that TrAD is more efficient in terms of packet delivery ratio, number of transmissions and delay in comparison with the performance of three well-known reference protocols. Moreover, TrAD can also tolerate a reasonable degree of GPS drift and still achieve efficient data dissemination.

  4. The Traffic Adaptive Data Dissemination (TrAD) Protocol for both Urban and Highway Scenarios.

    Science.gov (United States)

    Tian, Bin; Hou, Kun Mean; Zhou, Haiying

    2016-06-21

    The worldwide economic cost of road crashes and injuries is estimated to be US$518 billion per year and the annual congestion cost in France is estimated to be €5.9 billion. Vehicular Ad hoc Networks (VANETs) are one solution to improve transport features such as traffic safety, traffic jam and infotainment on wheels, where a great number of event-driven messages need to be disseminated in a timely way in a region of interest. In comparison with traditional wireless networks, VANETs have to consider the highly dynamic network topology and lossy links due to node mobility. Inter-Vehicle Communication (IVC) protocols are the keystone of VANETs. According to our survey, most of the proposed IVC protocols focus on either highway or urban scenarios, but not on both. Furthermore, too few protocols, considering both scenarios, can achieve high performance. In this paper, an infrastructure-less Traffic Adaptive data Dissemination (TrAD) protocol which takes into account road traffic and network traffic status for both highway and urban scenarios will be presented. TrAD has double broadcast suppression techniques and is designed to adapt efficiently to the irregular road topology. The performance of the TrAD protocol was evaluated quantitatively by means of realistic simulations taking into account different real road maps, traffic routes and vehicular densities. The obtained simulation results show that TrAD is more efficient in terms of packet delivery ratio, number of transmissions and delay in comparison with the performance of three well-known reference protocols. Moreover, TrAD can also tolerate a reasonable degree of GPS drift and still achieve efficient data dissemination.

  5. Exciting traffic jams: nonlinear phenomena behind traffic jam formation on highways.

    Science.gov (United States)

    Orosz, Gábor; Wilson, R Eddie; Szalai, Róbert; Stépán, Gábor

    2009-10-01

    A nonlinear car-following model is studied with driver reaction time delay by using state-of-the-art numerical continuations techniques. These allow us to unveil the detailed microscopic dynamics as well as to extract macroscopic properties of traffic flow. Parameter domains are determined where the uniform flow equilibrium is stable but sufficiently large excitations may trigger traffic jams. This behavior becomes more robust as the reaction time delay is increased.

  6. Exciting traffic jams: Nonlinear phenomena behind traffic jam formation on highways

    Science.gov (United States)

    Orosz, Gábor; Wilson, R. Eddie; Szalai, Róbert; Stépán, Gábor

    2009-10-01

    A nonlinear car-following model is studied with driver reaction time delay by using state-of-the-art numerical continuations techniques. These allow us to unveil the detailed microscopic dynamics as well as to extract macroscopic properties of traffic flow. Parameter domains are determined where the uniform flow equilibrium is stable but sufficiently large excitations may trigger traffic jams. This behavior becomes more robust as the reaction time delay is increased.

  7. Highway Traffic Noise Analysis and Control%公路交通噪声分析与防治

    Institute of Scientific and Technical Information of China (English)

    田华

    2012-01-01

      The Jianchang County portion of highway traffic noise monitoring, Points out the harm of traffic noise, Put forward several measures to reduce traffic noise.%  对建昌县部分交通干线的交通噪声进行监测,指出交通噪声的危害,提出降低交通噪声的几种措施

  8. Decision of National and Provincial Highway Asphalt Pavement Structure Based on Value Engineering

    Directory of Open Access Journals (Sweden)

    Yingwei Ren

    2014-01-01

    Full Text Available It is important that decision of asphalt pavement structure requires overall considerations of the performance and financial investment. To have asphalt pavement structure fulfilling good reliability, the asphalt pavement structure decision was researched based on value engineering theory. According to the national and provincial highway investigation data in Shandong Province during the last decade, the asphalt pavement performance attenuation rules of traffic levels and asphalt layer thicknesses were developed, and then the road performance evaluation method was presented. In addition, the initial investments, the costs of road maintenance, and middle-scale repair in a period were analyzed. For the light traffic and medium traffic example, using the value engineering method, the pavement performance and costs of which thickness varies from 6 cm to 10 cm were calculated and compared. It was concluded that value engineering was an effective method in deciding the asphalt pavement structure.

  9. Pollination of lark daisy on roadsides declines as traffic speed increases along an Amazonian highway.

    Science.gov (United States)

    Dargas, J H F; Chaves, S R; Fischer, E

    2016-05-01

    Ecological disturbances caused by roadways have previously been reported, but traffic speed has not been addressed. We investigate effects of traffic speed on pollination of Centratherum punctatum (Asteraceae) along an Amazonian highway roadside. We hypothesised that frequency of flower visitors, duration of single visits and pollen deposition on stigmas will vary negatively as traffic speed increases. After measuring vehicle velocities, we classified three road sections as low-, mid- and high-velocity traffic. The main pollinator bee, Augochlora sp., visited C. punctatum inflorescences with decreasing frequency from low- to high-velocity roadside sections, whereas the nectar thief butterflies did the opposite. Duration of single visits by bees and butterflies was shorter, and arrival of pollen on C. punctatum stigmas was lower, in high- than in low-velocity roadside. Air turbulence due to passing vehicles increases with velocity and disturbed the flower visitors. Overall, results support that traffic velocity negatively affects foraging of flower visitors and the pollination of C. punctatum on roadsides.

  10. 75 FR 20935 - National Standards for Traffic Control Devices; the Manual on Uniform Traffic Control Devices for...

    Science.gov (United States)

    2010-04-22

    ... Devices; the Manual on Uniform Traffic Control Devices for Streets and Highways; Maintaining Minimum...: Notice of proposed amendments (NPA). SUMMARY: The Manual on Uniform Traffic Control Devices (MUTCD) is..., and highways with narrow pavement widths and low traffic volumes. \\4\\ Carlson, Park, Andersen...

  11. Analysis of traffic accident size for Korean highway using structural equation models.

    Science.gov (United States)

    Lee, Ju-Yeon; Chung, Jin-Hyuk; Son, Bongsoo

    2008-11-01

    Accident size can be expressed as the number of involved vehicles, the number of damaged vehicles, the number of deaths and/or the number of injured. Accident size is the one of the important indices to measure the level of safety of transportation facilities. Factors such as road geometric condition, driver characteristic and vehicle type may be related to traffic accident size. However, all these factors interact in complicate ways so that the interrelationships among the variables are not easily identified. A structural equation model is adopted to capture the complex relationships among variables because the model can handle complex relationships among endogenous and exogenous variables simultaneously and furthermore it can include latent variables in the model. In this study, we use 2649 accident data occurred on highways in Korea and estimate relationship among exogenous factors and traffic accident size. The model suggests that road factors, driver factors and environment factors are strongly related to the accident size.

  12. Microscopic theory of spatial-temporal congested traffic patterns at highway bottlenecks.

    Science.gov (United States)

    Kerner, Boris S; Klenov, Sergey L

    2003-09-01

    A microscopic theory of spatial-temporal congested traffic patterns at highway bottlenecks due to on-ramps, merge bottlenecks (a reduction of highway lanes), and off-ramps is presented. The basic postulate of three-phase traffic theory is used, which claims that homogeneous (in space and time) model solutions (steady states) of synchronized flow cover a two dimensional region in the flow-density plane [B. S. Kerner, Phys. Rev. Lett. 81, 3797 (1998); Trans. Res. Rec. 1678, 160 (1999)]. Phase transitions leading to diverse congested patterns, pattern evolution, and pattern nonlinear features have been found. Diagrams of congested patterns, i.e., regions of the pattern emergence dependent on traffic demand, have been derived. Diverse effects of metastability with respect to the pattern formation have been found. The microscopic theory allows us to explain the main empirical pattern features at on-ramps and off-ramps which have recently been found [B. S. Kerner, Phys. Rev. E 65, 046138 (2002)]. (i) Rather than moving jams, synchronized flow first occurs at bottlenecks if the flow rate is slowly increasing. Wide moving jams can spontaneously occur only in synchronized flow. (ii) General patterns (GP) and synchronized flow patterns (SP) can spontaneously emerge at the bottlenecks. There can be the widening SP (WSP), the moving SP (MSP), and the localized SP. (iii) At on-ramps cases of "weak" and "strong" congestion should be distinguished. In contrast to weak congestion, under strong congestion the flow rate in synchronized flow in GP reaches a limit flow rate, the frequency of the moving jam emergence reaches a maximum, i.e., the GP characteristics under strong congestion do not depend on traffic demand. (iv) At the off-ramp GP with weak congestion occur. (v) A study of the pattern formation on a highway with two bottlenecks shows that diverse expanded patterns can occur, which cover both bottlenecks. SP first emerged at the downstream bottleneck can be caught at the

  13. Determination of Leaf Dust Accumulation on Certain Plant Species Grown Alongside National Highway- 22, India

    Directory of Open Access Journals (Sweden)

    Navjot Singh Kaler

    2016-04-01

    Full Text Available Vehicular traffic is one of the major contributors to accumulate dust on plants grown alongside roads. Plants intercept tons of dust, absorb noise and serve as acoustic screens on busy highways. Vegetation contributes in reducing dust concentration in environment by acting as a sink for air pollutants. Taking this into account, the present study was conducted on National highway- 22 from Parwanoo to Solan, falling in Solan district of Himachal Pradesh, India. Specifically, four plant species namely Grewia optiva Drummond ex Burret, Toona ciliata M. Roem, Melia azedarach L. and Woodfordia floribunda (L. Kurz of uniform size, age, spread and common in occurrence on both sides of the highway were selected for the study. Dust accumulation on leaves of selected plants was estimated during three main seasons (Rainy, Winter and Summer of the year. Samples were collected from two horizontal distances (0-5 m and 5-10 m from both sides of the road. Results showed that dust accumulation on the leaves ranged from 0.0083 g m-2 in T. ciliata to 0.0597 g m-2 in G. optiva and followed the descending order G. optiva > W. floribunda > M. azedarach > T. ciliata. Season wisethe examined plant species followed the descending order winter > summer > rainy season. Plants grown at a distance of 0-5 m accumulated higher dust on their leaves as compared to 5-10 m distance from the road. Due to surface characteristics of twigs, bark and foliage of the plants particulate matters are captured by them and remain there for extended time period. From the results of this study, it could be inferred that the air quality in urban/ arid areas can be improved by planting firstly the species G. optiva and W. floribunda along road sides of similar highways to national highway-22.

  14. 23 CFR Appendix D to Subpart A of... - Guidance Criteria for Evaluating Requests for Modifications to the National Highway System

    Science.gov (United States)

    2010-04-01

    ... 23 Highways 1 2010-04-01 2010-04-01 false Guidance Criteria for Evaluating Requests for Modifications to the National Highway System D Appendix D to Subpart A of Part 470 Highways FEDERAL HIGHWAY ADMINISTRATION, DEPARTMENT OF TRANSPORTATION PLANNING AND RESEARCH HIGHWAY SYSTEMS Federal-aid Highway Systems...

  15. Epidemiologic features of lethal head injury caused by highway traffic accidents

    Institute of Scientific and Technical Information of China (English)

    1999-01-01

    Objective:To study the epidemiologic features of highway traffic accidents by analyzing the clinical data of the patients died of head injury.Methods:The reatures of the cases' age,occupation,status of head injury and complications.and the rescue procedures were retrospectively analyzed based on the data of 214 patients died of head injury.Results:The main victime were adults(78%)and peasants(52.8%).And the ost common head injuries were severe cerebral contusion with intracranial hematomas(73.4%).The mean arrival time from the accident spots to hospitals was(2.2±1.9)h.And the mean interval time between the arrival and operation was(1.9±0.9)h.Primary and secondary brainstem damage were the main causes of early death.Yet pulmonary infection and multiple organs failure were the common reasons for late death.Conclusions:Enhancing the propaganda for traffic regulations,establishing perfect pre-hospital and in-hospital EMS(emergency medical service)system,catching the opportunity of operation,and preventing complications are essential to reduce the mortality of traffic accidents induced head trauma.

  16. Summary of Work Performed Pursuant to the Development of Training Manuals for a Highway Safety Workshop for Traffic Court Judges.

    Science.gov (United States)

    Abt Associates, Inc., Cambridge, MA.

    The report summarizes the work involved in developing a highway safety workshop for traffic court judges. It describes the testing of previously developed workshop materials and their evaluation, resulting in a contract modification to redesign and refocus the workshop. The report identifies the resources and procedures used in this development…

  17. Spring-block model for a single-lane highway traffic

    CERN Document Server

    Jarai-Szabo, Ferenc; Neda, Zoltan

    2010-01-01

    A simple one-dimensional spring-block chain with asymmetric interactions is considered to model an idealized single-lane highway traffic. The main elements of the system are blocks (modeling cars), springs with unidirectional interactions (modeling distance keeping interactions between neighbors), static and kinetic friction (modeling inertia of drivers and cars) and spatiotemporal disorder in the values of these friction forces (modeling differences in the driving attitudes). The traveling chain of cars correspond to the dragged spring-block system. Our statistical analysis for the spring-block chain predicts a non-trivial and rich complex behavior. As a function of the disorder level in the system a dynamic phase-transition is observed. For low disorder levels uncorrelated slidings of blocks are revealed while for high disorder levels correlated avalanches dominates.

  18. Hunting at the highway: traffic noise reduces foraging efficiency in acoustic predators.

    Science.gov (United States)

    Siemers, Björn M; Schaub, Andrea

    2011-06-07

    Noise pollution from human traffic networks and industrial activity impacts vast areas of our planet. While anthropogenic noise effects on animal communication are well documented, we have very limited understanding of noise impact on more complex ecosystem processes, such as predator-prey interactions, albeit urgently needed to devise mitigation measures. Here, we show that traffic noise decreases the foraging efficiency of an acoustic predator, the greater mouse-eared bat (Myotis myotis). These bats feed on large, ground-running arthropods that they find by listening to their faint rustling sounds. We measured the bats' foraging performance on a continuous scale of acoustically simulated highway distances in a behavioural experiment, designed to rule out confounding factors such as general noise avoidance. Successful foraging bouts decreased and search time drastically increased with proximity to the highway. At 7.5 m to the road, search time was increased by a factor of five. From this increase, we predict a 25-fold decrease in surveyed ground area and thus in foraging efficiency for a wild bat. As most of the bats' prey are predators themselves, the noise impact on the bats' foraging performance will have complex effects on the food web and ultimately on the ecosystem stability. Similar scenarios apply to other ecologically important and highly protected acoustic predators, e.g. owls. Our study provides the empirical basis for quantitative predictions of anthropogenic noise impacts on ecosystem processes. It highlights that an understanding of the effects of noise emissions and other forms of 'sensory pollution' are crucially important for the assessment of environmental impact of human activities.

  19. Characterization of highway traffic noise generated by rigid pavement contraction joints

    Science.gov (United States)

    Ellis, Lawrin T.; Niezrecki, Christopher; Bloomquist, David

    2003-04-01

    Contraction joints in rigid (concrete) pavements are required to permit expansion of each monolithic section of roadway. At higher speeds, the major source of highway noise is attributed to vehicle tire/roadway interaction. Current concerns about limiting the impact of highway traffic noise has forced transportation agencies to consider strategies to control noise generated by tire/roadway interaction. Within this work the difference in noise generated by 1/4- vs 3/8-in. joint widths is conducted. The study focuses on passenger vehicles including a sedan and a light duty van/truck. Both vehicle in-cabin and roadside noise levels are measured for vehicle speeds of 50, 60, and 70 miles per hour. For the sedan, the minimum and maximum observed in-cabin differences were determined to be 1.08 and 1.82 dB(A), respectively. Minimum and maximum observed roadside differences are 1.19 and 2.58 dB(A), respectively. Van tests resulted in minimum and maximum observed in-cabin differences of 0.60 and 1.09 dB(A) and minimum and maximum observed roadside differences of 1.05 and 3.18 dB(A), respectively. This paper contains details of reference standards, test methods, and the results obtained.

  20. Road kill of animals by highway traffic in the tropical forests of Mudumalai Tiger Reserve, southern India

    Directory of Open Access Journals (Sweden)

    N. Baskaran

    2010-03-01

    Full Text Available Highways passing through natural reserves have adverse impact on wild animals. We evaluated the road kill of vertebrate fauna by vehicular traffic on highways at Mudumalai Tiger Reserve, southern India. In a fortnight’s survey over 248km across three public roads and opportunistic sampling method, a minimum of 180 road kills belonging to 40 species of amphibians, reptiles, birds and mammals were recorded between December 1998 and March 1999. Amphibians were the most affected taxa (53% of road kills followed by reptiles (22%, mammals (18%; including a leopard (Panthera pardus and birds (7%. Amphibians and reptiles are slow to react to vehicles and this along with the drivers’ ignorance probably leads to higher mortality among these species. Road kills are significantly higher on highway stretches along rivers than those without water bodies nearby. We suggest the construction of flyovers, speed limits, speed breakers and signposts along the highways to reduce vehicle-caused wildlife mortalities.

  1. 多车道公路的交通通行能力%Traffic Capacity of Multi- lane Highway

    Institute of Scientific and Technical Information of China (English)

    马静宇

    2012-01-01

    According to traffic capacity theory of multi - lane highway, and annual traffic volume forecast result of project vision in Highway Capacity Manual, peak rate and number of lane required by design project are calculat- ed, and number of lane required by construction project is finally determined through calculation of maximum traffic capacity and service level analysis.%根据《道路通行能力手册》中多车道公路通行能力理论及项目远景年交通量预测成果,计算高峰流率、设计工程项目所需车道数;通过最大通行能力计算及服务水平分析,最终确定工程项目的所需车道数。

  2. Analysis of traffic accidents on rural highways using Latent Class Clustering and Bayesian Networks.

    Science.gov (United States)

    de Oña, Juan; López, Griselda; Mujalli, Randa; Calvo, Francisco J

    2013-03-01

    One of the principal objectives of traffic accident analyses is to identify key factors that affect the severity of an accident. However, with the presence of heterogeneity in the raw data used, the analysis of traffic accidents becomes difficult. In this paper, Latent Class Cluster (LCC) is used as a preliminary tool for segmentation of 3229 accidents on rural highways in Granada (Spain) between 2005 and 2008. Next, Bayesian Networks (BNs) are used to identify the main factors involved in accident severity for both, the entire database (EDB) and the clusters previously obtained by LCC. The results of these cluster-based analyses are compared with the results of a full-data analysis. The results show that the combined use of both techniques is very interesting as it reveals further information that would not have been obtained without prior segmentation of the data. BN inference is used to obtain the variables that best identify accidents with killed or seriously injured. Accident type and sight distance have been identify in all the cases analysed; other variables such as time, occupant involved or age are identified in EDB and only in one cluster; whereas variables vehicles involved, number of injuries, atmospheric factors, pavement markings and pavement width are identified only in one cluster. Copyright © 2012 Elsevier Ltd. All rights reserved.

  3. Reducing Traffic Congestions by Introducing CACC-Vehicles on a Multi-Lane Highway Using Agent-Based Approach

    Science.gov (United States)

    Arnaout, Georges M.; Bowling, Shannon R.

    2011-01-01

    Traffic congestion is an ongoing problem of great interest to researchers from different areas in academia. With the emerging technology for inter-vehicle communication, vehicles have the ability to exchange information with predecessors by wireless communication. In this paper, we present an agent-based model of traffic congestion and examine the impact of having CACC (Cooperative Adaptive Cruise Control) embedded vehicle(s) on a highway system consisting of 4 traffic lanes without overtaking. In our model, CACC vehicles adapt their acceleration/deceleration according to vehicle-to-vehicle inter-communication. We analyze the average speed of the cars, the shockwaves, and the evolution of traffic congestion throughout the lifecycle of the model. The study identifies how CACC vehicles affect the dynamics of traffic flow on a complex network and reduce the oscillatory behavior (stop and go) resulting from the acceleration/deceleration of the vehicles.

  4. 公路几何线形对交通安全影响%According to the Geometrical Line Highway on Traffic Safety Influence

    Institute of Scientific and Technical Information of China (English)

    于雪梅; 汪钱进

    2012-01-01

    This paper introduces the design of highway, elevation to the basic principles of the linear combi- nation and design of the general requirements, and highway geometry design and analysis of the influence of traffic safety, and puts forward the design of highway alignment should pay attention to safety problems and the related measures, the designers for in the design process for reference. Thus strengthening design personnel and road users safety awareness, which can guarantee the safety, reduce traffic accidents.%介绍在公路设计中平、纵、横线形组合的基本原则及设计中的一般要求,并分析公路几何设计对交通安全的影响,提出公路几何设计中应该注意的安全问题及相关措施,加强设计人员及道路使用者安全意识,保证行车安全,降低交通事故发生率。

  5. Highway Traffic Incident Detection using High-Resolution Aerial Remote Sensing Imagery

    Directory of Open Access Journals (Sweden)

    Seyed M.M. Kahaki

    2011-01-01

    Full Text Available Problem statement: As vehicle population increases, Intelligent Transportation Systems (ITS become more significant and mandatory in today’s overpopulated world. Vital problems in transportation such as mobility and safety of transportation are considered more, especially in metropolitans and highways. The main road traffic monitoring aims are: the acquisition and analysis of traffic figures, such as number of vehicles, incident detection and automatic driver warning systems are developed mainly for localization and safety purposes. Approach: The objective of this investigation was to propose a strategy for road extraction and incident detection using aerial images. Real time extraction and localization of roadways in an satellite image is an emerging research field which can applied to vision-based traffic controlling and unmanned air vehicles navigation. Results: The results of the proposed incident detection algorithm show that it has good detection performance, the maximum angle of vehicles applied for incidet detection is 45 Normal 0 false false false EN-US X-NONE X-NONE MicrosoftInternetExplorer4 /* Style Definitions */ table.MsoNormalTable {mso-style-name:"Table Normal"; mso-tstyle-rowband-size:0; mso-tstyle-colband-size:0; mso-style-noshow:yes; mso-style-priority:99; mso-style-qformat:yes; mso-style-parent:""; mso-padding-alt:0in 5.4pt 0in 5.4pt; mso-para-margin:0in; mso-para-margin-bottom:.0001pt; mso-pagination:widow-orphan; font-size:11.0pt; font-family:"Calibri","sans-serif"; mso-ascii-font-family:Calibri; mso-ascii-theme-font:minor-latin; mso

  6. Traffic calming along rural highways crossing small urban communities: driving simulator experiment.

    Science.gov (United States)

    Galante, Francesco; Mauriello, Filomena; Montella, Alfonso; Pernetti, Mariano; Aria, Massimo; D'Ambrosio, Antonio

    2010-11-01

    The paper investigated drivers' speed behaviour in a section of a rural highway crossing a small urban community in the existing scenario without any traffic calming device and in two different design scenarios with traffic calming in the urban community. Two gateways and four integrative traffic calming devices along the route within the urban area were tested. The gateways were aimed at slowing down the vehicles entering in the built-up area, while the traffic calming devices were aimed at complementing the gateway effect inside the built-up area. Two design options were tested: first option (alt1) is a combination of low cost measures, whereas the second option (alt2) is more expensive as includes a chicane and requires land acquisition. Drivers' behaviour was investigated by means of a driving simulator experiment. The VERA dynamic-driving simulator operating at the TEST Road Safety Laboratory located in Naples (Italy) was used. Simulation results were validated by the comparison of speed behaviour in the real world and in the driving simulator, in the scenario without traffic calming. Analysis of the driving simulator experiment results was performed using two different approaches: (a) explorative description of data by cluster analysis; (b) inferential procedures about population using statistical tests. Cluster analysis was carried out in order to test if the drivers' speed behaviour in the different design alternatives was substantially different. Statistical tests were performed in order to verify if speeds in specific sections were significantly different. Cluster analysis looked at speed profiles, whereas statistical tests looked at speed data in specific points. The obtained results showed a different behaviour of drivers approaching the urban community in the existing scenario and in the design scenarios. In the south direction, mean speed reduction ranging between 16 and 17 km/h, with 5% level of significance, was observed. In the north direction

  7. Role of highway traffic on spatial and temporal distributions of air pollutants in a Swiss Alpine valley.

    Science.gov (United States)

    Ducret-Stich, Regina E; Tsai, Ming-Yi; Ragettli, Martina S; Ineichen, Alex; Kuenzli, Nino; Phuleria, Harish C

    2013-07-01

    Traffic-related air pollutants show high spatial variability near roads, posing a challenge to adequately assess exposures. Recent modeling approaches (e.g. dispersion models, land-use regression (LUR) models) have addressed this but mostly in urban areas where traffic is abundant. In contrast, our study area was located in a rural Swiss Alpine valley crossed by the main North-south transit highway of Switzerland. We conducted an extensive measurement campaign collecting continuous nitrogen dioxide (NO₂), particulate number concentrations (PN), daily respirable particulate matter (PM10), elemental carbon (EC) and organic carbon (OC) at one background, one highway and seven mobile stations from November 2007 to June 2009. Using these measurements, we built a hybrid model to predict daily outdoor NO₂ concentrations at residences of children participating in an asthma panel study. With the exception of OC, daily variations of the pollutants followed the temporal trends of heavy-duty traffic counts on the highway. In contrast, variations of weekly/seasonal means were strongly determined by meteorological conditions, e.g., winter inversion episodes. For pollutants related to primary exhaust emissions (i.e. NO₂, EC and PN) local spatial variation strongly depended on proximity to the highway. Pollutant concentrations decayed to background levels within 150 to 200 m from the highway. Two separate daily NO₂ prediction models were built using LUR approaches with (a) short-term traffic and weather data (model 1) and (b) subsequent addition of daily background NO₂ to previous model (model 2). Models 1 and 2 explained 70% and 91% of the variability in outdoor NO₂ concentrations, respectively. The biweekly averaged predictions from the final model 2 agreed very well with the independent biweekly integrated passive measurements taken at thirteen homes and nine community sites (validation R(2)=0.74). The excellent spatio-temporal performance of our model provides a

  8. Hopf bifurcation analysis for a dissipative system with asymmetric interaction: Analytical explanation of a specific property of highway traffic

    Science.gov (United States)

    Nomura, Yasuyuki; Saito, Satoshi; Ishiwata, Ryosuke; Sugiyama, Yuki

    2016-01-01

    A dissipative system with asymmetric interaction, the optimal velocity model, shows a Hopf bifurcation concerned with the transition from a homogeneous motion to the formation of a moving cluster, such as the emergence of a traffic jam. We investigate the properties of Hopf bifurcation depending on the particle density, using the dynamical system for the traveling cluster solution of the continuum system derived from the original discrete system of particles. The Hopf bifurcation is revealed as a subcritical one, and the property explains well the specific phenomena in highway traffic: the metastability of jamming transition and the hysteresis effect in the relation of car density and flow rate.

  9. Chemical and physical characterization of traffic particles in four different highway environments in the Helsinki metropolitan area

    Science.gov (United States)

    Enroth, Joonas; Saarikoski, Sanna; Niemi, Jarkko; Kousa, Anu; Ježek, Irena; Močnik, Griša; Carbone, Samara; Kuuluvainen, Heino; Rönkkö, Topi; Hillamo, Risto; Pirjola, Liisa

    2016-05-01

    Traffic-related pollution is a major concern in urban areas due to its deleterious effects on human health. The characteristics of the traffic emissions on four highway environments in the Helsinki metropolitan area were measured with a mobile laboratory, equipped with state-of-the-art instrumentation. Concentration gradients were observed for all traffic-related pollutants, particle number (CN), particulate mass (PM1), black carbon (BC), organics, and nitrogen oxides (NO and NO2). Flow dynamics in different environments appeared to be an important factor for the dilution of the pollutants. For example, the half-decay distances for the traffic-related CN concentrations varied from 8 to 83 m at different sites. The PM1 emissions from traffic mostly consisted of organics and BC. At the most open site, the ratio of organics to BC increased with distance to the highway, indicating condensation of volatile and semi-volatile organics on BC particles. These condensed organics were shown to be hydrocarbons as the fraction of hydrocarbon fragments in organics increased. Regarding the CN size distributions, particle growth during the dilution was not observed; however the mass size distributions measured with a soot particle aerosol mass spectrometer (SP-AMS), showed a visible shift of the mode, detected at ˜ 100 nm at the roadside, to a larger size when the distance to the roadside increased. The fleet average emission factors appeared to be lower for the CN and higher for the NO2 than ten years ago. The reason is likely to be the increased fraction of light-duty (LD) diesel vehicles in the past ten years. The fraction of heavy-duty (HD) traffic, although constituting less than 10 % of the total traffic flow, was found to have a large impact on the emissions.

  10. Spatial and temporal differences in traffic-related air pollution in three urban neighborhoods near an interstate highway.

    Science.gov (United States)

    Patton, Allison P; Perkins, Jessica; Zamore, Wig; Levy, Jonathan I; Brugge, Doug; Durant, John L

    2014-12-01

    Relatively few studies have characterized differences in intra- and inter-neighborhood traffic-related air pollutant (TRAP) concentrations and distance-decay gradients in along an urban highway for the purposes of exposure assessment. The goal of this work was to determine the extent to which intra- and inter-neighborhood differences in TRAP concentrations can be explained by traffic and meteorology in three pairs of neighborhoods along Interstate 93 (I-93) in the metropolitan Boston area (USA). We measured distance-decay gradients of seven TRAPs (PNC, pPAH, NO, NOX, BC, CO, PM2.5) in near-highway (1 km) in Somerville, Dorchester/South Boston, Chinatown and Malden to determine whether (1) spatial patterns in concentrations and inter-pollutant correlations differ between neighborhoods, and (2) variation within and between neighborhoods can be explained by traffic and meteorology. The neighborhoods ranged in area from 0.5 to 2.3 km(2). Mobile monitoring was performed over the course of one year in each pair of neighborhoods (one pair of neighborhoods per year in three successive years; 35-47 days of monitoring in each neighborhood). Pollutant levels generally increased with highway proximity, consistent with I-93 being a major source of TRAP; however, the slope and extent of the distance-decay gradients varied by neighborhood as well as by pollutant, season and time of day. Correlations among pollutants differed between neighborhoods (e.g., ρ = 0.35-0.80 between PNC and NOX and ρ = 0.11-0.60 between PNC and BC) and were generally lower in Dorchester/South Boston than in the other neighborhoods. We found that the generalizability of near-road gradients and near-highway/urban background contrasts was limited for near-highway neighborhoods in a metropolitan area with substantial local street traffic. Our findings illustrate the importance of measuring gradients of multiple pollutants under different ambient conditions in individual near-highway neighborhoods for

  11. Speed Distribution on Two-Lane Rural Highways with Mixed Traffic: A Case Study in North East India

    Science.gov (United States)

    Saha, Pritam; Roy, Nabanita; Sarkar, Ashoke Kumar; Pal, Manish

    2017-06-01

    This work focuses on minimising inaccuracies in distributional assumptions of speed data on two-lane roads with heterogeneous traffic to improve accuracy in capacity and level of service analysis. Accordingly, field study was conducted on a two-lane highway in India that exhibits heterogeneity in its traffic composition. Two distribution functions, namely, normal and logistic were examined for the observed speed data. The appropriate function was chosen using a methodology based on K-S test and field validation. Logistic distribution function was found to exhibit its aptness in describing speed under such traffic and was, thereby, considered in estimating the limiting speed of slower vehicles that tends to obstruct the flow of traffic. Vehicles that move at or below this speed cause delay to the faster ones resulting in formation of platoons at moderate and heavy flow when passing is restricted. Since the percent time-spent-following, a performance measure to assess level-of-service of two-lane highways, considers proportion of vehicles that are trapped inside platoons, it is imperative to estimate the limiting speed of slower vehicles correctly to approximate the delayed vehicles.

  12. Cellular automata models for diffusion of information and highway traffic flow

    Science.gov (United States)

    Fuks, Henryk

    In the first part of this work we study a family of deterministic models for highway traffic flow which generalize cellular automaton rule 184. This family is parameterized by the speed limit m and another parameter k that represents degree of 'anticipatory driving'. We compare two driving strategies with identical maximum throughput: 'conservative' driving with high speed limit and 'anticipatory' driving with low speed limit. Those two strategies are evaluated in terms of accident probability. We also discuss fundamental diagrams of generalized traffic rules and examine limitations of maximum achievable throughput. Possible modifications of the model are considered. For rule 184, we present exact calculations of the order parameter in a transition from the moving phase to the jammed phase using the method of preimage counting, and use this result to construct a solution to the density classification problem. In the second part we propose a probabilistic cellular automaton model for the spread of innovations, rumors, news, etc., in a social system. We start from simple deterministic models, for which exact expressions for the density of adopters are derived. For a more realistic model, based on probabilistic cellular automata, we study the influence of a range of interaction R on the shape of the adoption curve. When the probability of adoption is proportional to the local density of adopters, and individuals can drop the innovation with some probability p, the system exhibits a second order phase transition. Critical line separating regions of parameter space in which asymptotic density of adopters is positive from the region where it is equal to zero converges toward the mean-field line when the range of the interaction increases. In a region between R=1 critical line and the mean-field line asymptotic density of adopters depends on R, becoming zero if R is too small (smaller than some critical value). This result demonstrates the importance of connectivity in

  13. Radical precursors and related species from traffic as observed and modeled at an urban highway junction.

    Science.gov (United States)

    Rappenglück, Bernhard; Lubertino, Graciela; Alvarez, Sergio; Golovko, Julia; Czader, Beata; Ackermann, Luis

    2013-11-01

    Nitrous acid (HONO) and formaldehyde (HCHO) are important precursors for radicals and are believed to favor ozone formation significantly. Traffic emission data for both compounds are scarce and mostly outdated. A better knowledge of today's HCHO and HONO emissions related to traffic is needed to refine air quality models. Here the authors report results from continuous ambient air measurements taken at a highway junction in Houston, Texas, from July 15 to October 15, 2009. The observational data were compared with emission estimates from currently available mobile emission models (MOBILE6; MOVES [MOtor Vehicle Emission Simulator]). Observations indicated a molar carbon monoxide (CO) versus nitrogen oxides (NO(x)) ratio of 6.01 +/- 0.15 (r2 = 0.91), which is in agreement with other field studies. Both MOBILE6 and MOVES overestimate this emission ratio by 92% and 24%, respectively. For HCHO/CO, an overall slope of 3.14 +/- 0.14 g HCHO/kg CO was observed. Whereas MOBILE6 largely underestimates this ratio by 77%, MOVES calculates somewhat higher HCHO/CO ratios (1.87) than MOBILE6, but is still significantly lower than the observed ratio. MOVES shows high HCHO/CO ratios during the early morning hours due to heavy-duty diesel off-network emissions. The differences of the modeled CO/NO(x) and HCHO/CO ratios are largely due to higher NO(x) and HCHO emissions in MOVES (30% and 57%, respectively, increased from MOBILE6 for 2009), as CO emissions were about the same in both models. The observed HONO/NO(x) emission ratio is around 0.017 +/- 0.0009 kg HONO/kg NO(x) which is twice as high as in MOVES. The observed NO2/NO(x) emission ratio is around 0.16 +/- 0.01 kg NO2/kg NO(x), which is a bit more than 50% higher than in MOVES. MOVES overestimates the CO/CO2 emission ratio by a factor of 3 compared with the observations, which is 0.0033 +/- 0.0002 kg CO/kg CO2. This as well as CO/NO(x) overestimation is coming from light-duty gasoline vehicles.

  14. 76 FR 8400 - National Highway Traffic Safety Administration

    Science.gov (United States)

    2011-02-14

    ... Sport vehicle line from the parts-marking requirements of 49 CFR Part 541, beginning with the 2012 model... Mitsubishi Motors R&D of America's (Mitsubishi) petition for exemption of the Outlander Sport vehicle line in... parts-marking requirements of the Theft Prevention Standard (49 CFR Part 541). Mitsubishi requested...

  15. On the Effects of Highway Greening on Traffic Safety%浅析高速公路绿化对行车安全的影响

    Institute of Scientific and Technical Information of China (English)

    周捍宏

    2012-01-01

      Highway greening has an important role in impr-oving the highway ecological environment, ensuring the traffic safety,and beautifying the road landscape.From the point of view of the protection of road and traffic safety, this paper makes simple exposition on the effects of highway greening on traffic safety and discuses on how to design the highway gree-ning.%  高速公路绿化对改善高速公路生态环境,保证行车安全,美化道路景观有着重要作用。本文从保障道路和行车安全的角度简单的论述了绿化对行车安全的作用及其如何设计高速公路的绿化。

  16. Investigating risk factors of traffic casualties at private highway-railroad grade crossings in the United States.

    Science.gov (United States)

    Haleem, Kirolos

    2016-10-01

    Private highway-railroad grade crossings (HRGCs) are intersections of highways and railroads on roadways that are not maintained by a public authority. Since no public authority maintains private HRGCs, fatal and injury crashes at these locations are of concern. However, no study has been conducted at private HRGCs to identify the safety issues that might exist and how to alleviate them. This study identifies the significant predictors of traffic casualties (including both injuries and fatalities) at private HRGCs in the U.S. using six years of nationwide crashes from 2009 to 2014. Two levels of injury severity were considered, injury (including fatalities and injuries) and no injury. The study investigates multiple predictors, e.g., temporal crash characteristics, geometry, railroad, traffic, vehicle, and environment. The study applies both the mixed logit and binary logit models. The mixed logit model was found to outperform the binary logit model. The mixed logit model revealed that drivers who did not stop, railroad equipment that struck highway users, higher train speeds, non-presence of advance warning signs, concrete road surface type, and cloudy weather were associated with an increase in injuries and fatalities. For example, a one-mile-per-hour higher train speed increases the probability of fatality by 22%. On the contrary, male drivers, PM peak periods, and presence of warning devices at both approaches were associated with a fatality reduction. Potential strategies are recommended to alleviate injuries and fatalities at private HRGCs.

  17. Highway traffic safety accident prevention and emergency handling%高速公路突发交通安全事故预防和应急处置

    Institute of Scientific and Technical Information of China (English)

    彭佳

    2016-01-01

    The highway has been rapidly developed,but also brought a lot of traffic congestion and traffic safety issues.In recent years,more and more highway emergencies,natural disasters,social problems,hazardous chemical spills can cause traffic congestion problems,and even traffic accidents.Therefore,this paper will analyze the severity of highway incidents and affecting highway traffic safety factors,and finally have a detailed study of highway burst traffic safety accident preven-tion and emergency response programs.%新时期,高速公路已经得到了快速发展,但是也带来很多交通拥挤和交通安全问题。近年来,高速公路突发事件越来越多,自然灾害、社会问题、危险化学物品泄漏等都会导致交通拥堵问题,甚至发生交通事故。对此,将分析高速公路突发事件的严重性以及影响高速公路交通安全的因素,最后详细探究高速公路突发交通安全事故预防和应急处置方案。

  18. Research on the Contingency Plan of Highway Traffic Accidents%高速公路交通事故应急处置预案研究

    Institute of Scientific and Technical Information of China (English)

    李亚军

    2014-01-01

    With social and economic development, expressway plays a more and more important role in the comprehensive transport system. However, the increase of highway mileage is also accompanied by the raise of human casualties and property losses resulted from highway traffic accidents. Although the highway traffic police sectors have reached certain achievements in emergency disposal of traffic accidents through long-term practice, a relatively mature and comprehensive contingency plan of traffic accidents has not yet been widely applied or popularized. This paper makes different contingency plans according to the scale of highway traffic accidents. Through systematic management and application of contingency plan of highway traffic accidents, this paper anticipates to standardize the emergency disposal process of traffic accidents by the highway traffic police sectors, to ensure rapid and appropriate disposal of various highway traffic accidents, to coordinate the relationship among different functional departments, and to improve the management level of highway traffic police sectors as well.%随着经济社会的发展,高速公路在综合运输体系中发挥着越来越重要的作用,但是随着高速公路里程日益增加,在高速公路发生的各类交通事故造成的人身伤亡和财产损失逐年增大,尽管高速公路交警部门通过长期实践在交通事故应急处置过程中取得了一定效果,但是成熟全面的交通事故处置应急预案尚未得到有效运用和推广。本文针对不同类别的高速公路交通事故分级制定应急预案,希望通过对高速公路交通事故应急预案的系统管理和运用,能有效规范高速公路交警部门交通事故应急处置工作流程,确保各类高速公路交通事故快速妥善处置,同时协调各职能部门之间关系,提高高速公路交警部门的交通管理工作管理水平。

  19. Spontaneous phase transition from free flow to synchronized flow in traffic on a single-lane highway.

    Science.gov (United States)

    Jin, Cheng-Jie; Wang, Wei; Jiang, Rui; Zhang, H M; Wang, Hao

    2013-01-01

    Traffic flow complexity comes from the car-following and lane-changing behavior. Based on empirical data for individual vehicle speeds and time headways measured on a single-lane highway section, we have studied the traffic flow properties induced by pure car-following behavior. We have found that a spontaneous sudden drop in velocity could happen in a platoon of vehicles when the velocity of the leading vehicle is quite high (~70 km/h). In contrast, when the velocity of the leading vehicle in a platoon slows down, such a spontaneous sudden drop of velocity has not been observed. Our finding indicates that traffic breakdown on a single-lane road might be a phase transition from free flow to synchronized flow (F→S transition). We have found that the flow rate within the emergent synchronized flow can be either smaller or larger than the flow rate in the free flow within which the synchronized flow propagates. Our empirical findings support Kerner's three-phase theory in which traffic breakdown is associated with an F→S transition.

  20. Driver’s Cognitive Workload and Driving Performance under Traffic Sign Information Exposure in Complex Environments: A Case Study of the Highways in China

    Science.gov (United States)

    Lyu, Nengchao; Xie, Lian; Wu, Chaozhong; Fu, Qiang; Deng, Chao

    2017-01-01

    Complex traffic situations and high driving workload are the leading contributing factors to traffic crashes. There is a strong correlation between driving performance and driving workload, such as visual workload from traffic signs on highway off-ramps. This study aimed to evaluate traffic safety by analyzing drivers’ behavior and performance under the cognitive workload in complex environment areas. First, the driving workload of drivers was tested based on traffic signs with different quantities of information. Forty-four drivers were recruited to conduct a traffic sign cognition experiment under static controlled environment conditions. Different complex traffic signs were used for applying the cognitive workload. The static experiment results reveal that workload is highly related to the amount of information on traffic signs and reaction time increases with the information grade, while driving experience and gender effect are not significant. This shows that the cognitive workload of subsequent driving experiments can be controlled by the amount of information on traffic signs; Second, driving characteristics and driving performance were analyzed under different secondary task driving workload levels using a driving simulator. Drivers were required to drive at the required speed on a designed highway off-ramp scene. The cognitive workload was controlled by reading traffic signs with different information, which were divided into four levels. Drivers had to make choices by pushing buttons after reading traffic signs. Meanwhile, the driving performance information was recorded. Questionnaires on objective workload were collected right after each driving task. The results show that speed maintenance and lane deviations are significantly different under different levels of cognitive workload, and the effects of driving experience and gender groups are significant. The research results can be used to analyze traffic safety in highway environments, while

  1. Driver's Cognitive Workload and Driving Performance under Traffic Sign Information Exposure in Complex Environments: A Case Study of the Highways in China.

    Science.gov (United States)

    Lyu, Nengchao; Xie, Lian; Wu, Chaozhong; Fu, Qiang; Deng, Chao

    2017-02-17

    Complex traffic situations and high driving workload are the leading contributing factors to traffic crashes. There is a strong correlation between driving performance and driving workload, such as visual workload from traffic signs on highway off-ramps. This study aimed to evaluate traffic safety by analyzing drivers' behavior and performance under the cognitive workload in complex environment areas. First, the driving workload of drivers was tested based on traffic signs with different quantities of information. Forty-four drivers were recruited to conduct a traffic sign cognition experiment under static controlled environment conditions. Different complex traffic signs were used for applying the cognitive workload. The static experiment results reveal that workload is highly related to the amount of information on traffic signs and reaction time increases with the information grade, while driving experience and gender effect are not significant. This shows that the cognitive workload of subsequent driving experiments can be controlled by the amount of information on traffic signs. Second, driving characteristics and driving performance were analyzed under different secondary task driving workload levels using a driving simulator. Drivers were required to drive at the required speed on a designed highway off-ramp scene. The cognitive workload was controlled by reading traffic signs with different information, which were divided into four levels. Drivers had to make choices by pushing buttons after reading traffic signs. Meanwhile, the driving performance information was recorded. Questionnaires on objective workload were collected right after each driving task. The results show that speed maintenance and lane deviations are significantly different under different levels of cognitive workload, and the effects of driving experience and gender groups are significant. The research results can be used to analyze traffic safety in highway environments, while

  2. [Amphetamine use by truck drivers on highways of Sao Paulo State: a risk for the occurrence of traffic accidents?].

    Science.gov (United States)

    Takitane, Juliana; de Oliveira, Lucio Garcia; Endo, Ligia Góes; de Oliveira, Keziah Cristina Barbosa Gruber; Muñoz, Daniel Romero; Yonamine, Mauricio; Leyton, Vilma

    2013-05-01

    The use of amphetamines in Brazil is common among truck drivers, which may be an important factor in the occurrence of traffic accidents. This article seeks to estimate the prevalence of amphetamine use among truck drivers. Drivers (N = 134) were stopped on two different highways in Sao Paulo state and they were asked to answer a questionnaire and provide a urine sample for toxicological analysis. All data were analyzed on Stata 8.0. All participants were males with low levels of schooling, whose mean age was 40.8 years. The presence of amphetamines was detected in 10.8% of all urine samples collected, being commonly justified in order to make truck drivers able to maintain their state of awareness. Amphetamine use was detected among truck drivers on Sao Paulo highways. The problem is that when the stimulant effects wear off, sleepiness due to sleep deprivation reduces concentration and good driver performance, making drivers vulnerable to traffic accidents and the related effects.

  3. Microscopic Theory of Traffic Flow Instability Governing Traffic Breakdown at Highway Bottlenecks: Growing Wave of Increase in Speed in Synchronized Flow

    CERN Document Server

    Kerner, Boris S

    2015-01-01

    We have revealed a growing local speed wave of increase in speed that can randomly occur in synchronized flow (S) at a highway bottleneck. The development of such a traffic flow instability leads to free flow (F) at the bottleneck; therefore, we call this instability as an S$\\rightarrow$F instability. Whereas the S$\\rightarrow$F instability leads to a local {\\it increase in speed} (growing acceleration wave), in contrast, the classical traffic flow instability introduced in 50s--60s and incorporated later in a huge number of traffic flow models leads to a growing wave of a local {\\it decrease in speed} (growing deceleration wave). We have found that the S$\\rightarrow$F instability can occur only, if there is a finite time delay in driver over-acceleration. The initial speed disturbance of increase in speed (called "speed peak") that initiates the S$\\rightarrow$F instability occurs usually at the downstream front of synchronized flow at the bottleneck. There can be many speed peaks with random amplitudes that ...

  4. Source apportionment of organic pollutants of a highway-traffic-influenced urban area in Bayreuth (Germany) using biomarker and stable carbon isotope signatures.

    Science.gov (United States)

    Glaser, Bruno; Dreyer, Annekatrin; Bock, Michael; Fiedler, Stefan; Mehring, Marion; Heitmann, Tobias

    2005-06-01

    Traffic- and urban-influenced areas are prone to enhanced pollution with products of incomplete combustion of fossil fuels and biomass such as black carbon or polycyclic aromatic hydrocarbons (PAHs). Black carbon is composed of aromatic and graphitic structures and may act as a carrier for pollutants such as PAHs and heavy metals. However, little is known about possible contributions of traffic-derived black carbon to the black carbon inventory in soils. Similar uncertainties exist regarding the contribution of different pollutant sources to total PAH and black carbon contents. Therefore, the objective of this study was to quantify the importance of traffic pollution to black carbon and PAH inventories in soils. PAH contamination of soils adjacent to a major German highway in the urban area of Bayreuth with about 50,000 vehicles per day was in the same order of magnitude compared to highway-close soils reported in other studies. Using molecular (black carbon and PAHs) and compound-specific stable carbon isotope evidence (PAHs) it was demonstrated that this contamination originated not only from automobile exhausts, here primarily diesel, but also from tire abrasion and tailpipe soot which significantly contributed to the traffic-caused black carbon and PAH contamination. Low molecular weight PAHs were more widely transported than their heavy molecular counterparts (local distillation), whereas highway-traffic-caused black carbon contamination was distributed to at least 30 m from the highway. On the other hand, urban fire exhausts were distributed more homogeneously among the urban area.

  5. Microscopic theory of traffic-flow instability governing traffic breakdown at highway bottlenecks: Growing wave of increase in speed in synchronized flow.

    Science.gov (United States)

    Kerner, Boris S

    2015-12-01

    We have revealed a growing local speed wave of increase in speed that can randomly occur in synchronized flow (S) at a highway bottleneck. The development of such a traffic flow instability leads to free flow (F) at the bottleneck; therefore, we call this instability an S→F instability. Whereas the S→F instability leads to a local increase in speed (growing acceleration wave), in contrast, the classical traffic flow instability introduced in the 1950s-1960s and incorporated later in a huge number of traffic flow models leads to a growing wave of a local decrease in speed (growing deceleration wave). We have found that the S→F instability can occur only if there is a finite time delay in driver overacceleration. The initial speed disturbance of increase in speed (called "speed peak") that initiates the S→F instability occurs usually at the downstream front of synchronized flow at the bottleneck. There can be many speed peaks with random amplitudes that occur randomly over time. It has been found that the S→F instability exhibits a nucleation nature: Only when a speed peak amplitude is large enough can the S→F instability occur; in contrast, speed peaks of smaller amplitudes cause dissolving speed waves of a local increase in speed (dissolving acceleration waves) in synchronized flow. We have found that the S→F instability governs traffic breakdown-a phase transition from free flow to synchronized flow (F→S transition) at the bottleneck: The nucleation nature of the S→F instability explains the metastability of free flow with respect to an F→S transition at the bottleneck.

  6. Microscopic theory of traffic-flow instability governing traffic breakdown at highway bottlenecks: Growing wave of increase in speed in synchronized flow

    Science.gov (United States)

    Kerner, Boris S.

    2015-12-01

    We have revealed a growing local speed wave of increase in speed that can randomly occur in synchronized flow (S) at a highway bottleneck. The development of such a traffic flow instability leads to free flow (F) at the bottleneck; therefore, we call this instability an S →F instability. Whereas the S →F instability leads to a local increase in speed (growing acceleration wave), in contrast, the classical traffic flow instability introduced in the 1950s-1960s and incorporated later in a huge number of traffic flow models leads to a growing wave of a local decrease in speed (growing deceleration wave). We have found that the S →F instability can occur only if there is a finite time delay in driver overacceleration. The initial speed disturbance of increase in speed (called "speed peak") that initiates the S →F instability occurs usually at the downstream front of synchronized flow at the bottleneck. There can be many speed peaks with random amplitudes that occur randomly over time. It has been found that the S →F instability exhibits a nucleation nature: Only when a speed peak amplitude is large enough can the S →F instability occur; in contrast, speed peaks of smaller amplitudes cause dissolving speed waves of a local increase in speed (dissolving acceleration waves) in synchronized flow. We have found that the S →F instability governs traffic breakdown—a phase transition from free flow to synchronized flow (F →S transition) at the bottleneck: The nucleation nature of the S →F instability explains the metastability of free flow with respect to an F →S transition at the bottleneck.

  7. Traffic-related trace elements in soils along six highway segments on the Tibetan Plateau: Influence factors and spatial variation.

    Science.gov (United States)

    Wang, Guanxing; Zeng, Chen; Zhang, Fan; Zhang, Yili; Scott, Christopher A; Yan, Xuedong

    2017-03-01

    The accumulation of traffic-related trace elements in soil as the result of anthropogenic activities raises serious concerns about environmental pollution and public health. Traffic is the main source of trace elements in roadside soil on the Tibetan Plateau, an area otherwise devoid of industrial emissions. Indeed, the rapid development of tourism and transportation in this region means it is becoming increasingly important to identify the accumulation levels, influence distance, spatial distribution, and other relevant factors influencing trace elements. In this study, 229 soil samples along six segments of the major transportation routes on the Tibetan Plateau (highways G214, S308, and G109), were collected for analysis of eight trace elements (Cr, Co, Ni, As, Cu, Zn, Cd, and Pb). The results of statistical analyses showed that of the eight trace elements in soils, Cu, Zn, Cd, and Pb were primarily derived from traffic. The relationship between the trace element accumulation levels and the distance from the roadside followed an exponential decline, with the exception of Segment 3, the only unpaved gravel road studied. In addition, the distance of influence from the roadside varied by trace element and segment, ranging from 16m to 144m. Background values for each segment were different because of soil heterogeneity, while a number of other potential influencing factors (including traffic volume, road surface material, roadside distance, land cover, terrain, and altitude) all had significant effects on trace-element concentrations. Overall, however, concentrations along most of the road segments investigated were at, or below, levels defined as low on the Nemero Synthesis index.

  8. Assessment of palladium footprint from road traffic in two highway environments.

    Science.gov (United States)

    Clément, N; Muresan, B; Hedde, M; François, D

    2015-12-01

    Palladium (Pd) is an emerging eco-toxic pollutant from vehicle catalytic converters, emitted worldwide for more than two decades. Nowadays, the spatial extent of Pd fallout is growing along roads, but its subsequent fate in neighboring terrestrial ecosystems has not been extensively addressed yet. Two sites representative of contrasted natural environments (field, forest) but located under similar ambient conditions were selected to isolate and analyze the specific impact of vehicular Pd, along highway A71, France. Pd impregnation was assessed along 200-m-long transects perpendicular to the highway. Contents were measured in soils, earthworms, plant communities of the right of way (ROW), and the neighboring field (crop weeds), as well as in a moss, and bramble and ivy leaves in the forest. The direct impact of Pd fallouts appears to be confined in the grassy verge of the highway: ROW soils ([Pd] = 52-65 ng g(-1)), earthworms ([Pd] = 18-38 ng g(-1)), and plant community ([Pd] = 10-23 ng g(-1)). Pd footprint is pointed out by the accumulation index calculated for earthworms and plant communities even though transfer coefficients indicate the absence of bioaccumulation (TCs < 1). An indirect longer range transfer of Pd is identified, induced by hydric transport of organic matter.

  9. Dynamic simulation of energy consumption in mixed traffic flow considering highway toll station

    Science.gov (United States)

    Qian, Yong-Sheng; Zhang, Xiao-Long; Zeng, Jun-Wei; Shao, Xiao-Ming; Wang, Neng

    2015-01-01

    An improved model of energy consumption including toll station is presented in this paper. Using the model, we study the influences of mixed ratio, the idling energy consumption of vehicle, vehicle peak velocity, dwell time and random deceleration probability on energy consumption of Electronic Toll Collection or Manual Toll Collection mixed traffic flow on single lane under periodic condition. Simulating results indicate that the above five parameters are all increasing functions of total energy consumption, in which the idling energy consumption represents the major amounts with the increase of mixed ratio and occupancy rate. Thus, the existence of toll station has significant effect on the energy consumption of mixed traffic flow.

  10. Simulation study of traffic car accidents in single-lane highway

    Science.gov (United States)

    Bentaleb, Khalid; Lakouari, Noureddine; Marzoug, Rachid; Ez-Zahraouy, Hamid; Benyoussef, Abdelilah

    2014-11-01

    In this paper we numerically study the probability Pac of the occurrence of car accidents in the extended Nagel-Schreckenberg (NS) model in the case of mixture of fast (Vmax1=5) and slow vehicles (Vmax2=1) by taking also to the risky overtaking of fast vehicles. In comparison with previous existing models, we find that accidents can occur in the free traffic phase and/or congested one depending on the overtaking rate of fast vehicles. The effect of evacuation of damaged vehicles from the road with probabilities Pevf and Pevs of fast and slow vehicles respectively on the traffic flow behavior is also computed.

  11. Review on departure time choice theory for highway traffic; Doro kotsu ni okeru shuppatsu jikoku sentaku ni kansuru kenkyu kaisetsu

    Energy Technology Data Exchange (ETDEWEB)

    Kuwahara, M. [The University of Tokyo, Tokyo (Japan). Institute of Industrial Science

    1998-04-01

    This paper explains theoretical results achieved to date on the fundamental theory for time smoothing which is drawing attention as a measure to mitigate traffic congestion, that is departure time choice theory for highway traffic. If a trip having a definite restriction on arrival time is used as an object of the discussion, the travel expense for a traveler consists of an expense for travel time when a car was driven at free speeds, an expense for waiting time at bottlenecks, and an expense incurred by schedule delay (s). Under an assumption that the traveler selects departure time to minimize the expense, a time-based equilibrium condition can be introduced. If a schedule expense function (f(s)) to convert `s` into an expense is convex with regard to the `s`, the first in first work (FIFW) principle can be established, that the bottleneck is reached in the order of earlier departure time that is desired. Thus, starting from handling numerically the relationship between queuing expense function in the bottleneck and the f(s), the theory developed to the multiple bottleneck and random effect theory. 19 refs., 8 figs.

  12. Construction Traffic-keeping Organization Design for Reconstruction and Expansion Highway%改扩建高速公路施工保通组织设计

    Institute of Scientific and Technical Information of China (English)

    罗维宏; 高荣春; 姚聪

    2012-01-01

    Aiming at the impact on the trip of residents along the highway in the process of reconstruction and expansion of Yunnan Provincial QUjing-Songming (Xiaopu) highway, the goal, principles and measures of construction traffic-keeping organization design of reconstruction and expansion highway are proposed from construction traffic-keeping organization design, so as to minimize the impact on the trip of residents along the highway in the process of project construction, reduce traffic congestion, and ensure the normal operation of the existing road during construction period.%针对云南曲靖至嵩明(小铺)高速公路改扩建工程建设过程中对沿线居民出行产生的影响,从施工保通组织设计出发,提出改扩建高速公路施工保通设计的目标、原则和措施,尽量降低项目建设过程中对沿线居民出行的影响,减少交通拥堵,确保建设期既有道路的正常运营.

  13. 重载交通条件下榆佳高速公路汽车荷载研究%Research on Vehicle Load of Highway Bridges on Yu-Jia Highway under Heavy Traffic

    Institute of Scientific and Technical Information of China (English)

    成立涛; 刘宁

    2013-01-01

    榆林至佳县高速公路是陕西省重要的能源运输大通道,重型汽车比例高,交通量大,应用现行规范公路—Ⅰ级汽车荷载进行设计难以满足目标可靠度要求.在对该区域进行交通量调查、研究的基础上,提出适应于该高速公路重载交通特点的桥梁荷载模型.该模型采用车列荷载模式,能直观反映作用于桥梁汽车轴重、总重、轴距等参数,方便桥梁的运营管理,且使桥梁在实际重载交通条件下的安全性和耐久性得到保证.该汽车荷载模型与公路—Ⅰ级的对比分析表明:若采用公路—Ⅰ级汽车荷载乘以放大系数的方法进行设计,会造成不必要的浪费,却未必起到控制设计的目的.采用该汽车荷载进行桥梁设计对总造价影响较小,却能提高公路通行能力.%The highway of Yulin to Jiaxian,with a high proportion of heavy vehicles and large traffic volume,is an important energy transport passage in Shaanxi province.It is hard to meet the reliability requirements using Highway-Ⅰ Class traffic load to design the bridges.A special live load model of highway bridges suitable for the heavy traffic is established after site investigation.The model consists of standard vehicles,which can intuitively reflect the axle loads,gross weight,and wheelbase,etc.,and makes the management of bridge easy and the safty and durability of bridge on heavy traffic to be guaranteed.The comparison between the model and Highway-Ⅰ Class traffic load shows that it will cause in unnecessary waste if using the design method of Highway-Ⅰ Class load multiplied by amplification fator,which will not surely reach the control target.However,this load model has slight effect on overall project cost and can improve the traffic capacity greatly.

  14. Research on Relationship of Traffic Condition and Traffic Safety of Two-Lane Highway in Plane Areas%平原区双车道公路交通条件与交通安全的关系研究

    Institute of Scientific and Technical Information of China (English)

    李强; 王蓉蓉; 路维; 胡江碧

    2012-01-01

    On the bais of traffic accident data of the two-lane highway in plane areas, the influence of vertical-section, cross-section and intersection with the traffic accidents, and contrasting the analysis with conclusion abroad are discussed , then a conclusion on the relationship of the traffic condition and the traffic safety of two-lane highway in plane areas is got, a traffic safety prediction model is established,so it has important significance on the upgrading the highway safety.%以平原区双车道公路交通事故资料为基础,分析了道路平曲线和纵断面线形及交叉口等因素与交通事故的关系,将分析结论和国外研究结果相对比,得出我国平原区双车道公路交通条件与交通安全的关系,并建立交通安全性预测模型,对提升我国双车道公路安全性具有重要的意义.

  15. Lane Design for National and Provincial Highway Pavement Maintenance%国省道路面大中修分车道设计探讨

    Institute of Scientific and Technical Information of China (English)

    谢春林

    2014-01-01

    Along with the improvement of road network,large and medium-sized maintenance is to be the main task in the future of national and provincial highway maintenance department.In this paper, through a provincial road repairing project,according to the radically different diseases situation and traffic axle loads in left and right pavement,the lane design concept was put forward for national and provincial highway pavement maintenance.%随着路网的完善,国省道公路大中修是未来公路养护部门的主要工作。通过某省道大中修工程,根据左右幅病害及交通轴载完全不同的现状,提出国省道路面大中修分车道设计理念。

  16. Coordination of Emergency Medical Services for a Major Road Traffic Accident on a Swiss Suburban Highway.

    Science.gov (United States)

    Dami, Fabrice; Fuchs, Vincent; Péclard, Etienne; Potin, Mathieu; Vallotton, Laurent; Carron, Pierre-Nicolas

    2009-06-01

    On 9th April 2008 at 2:14 p.m., on the highway between Lausanne and Vevey in western Switzerland, there was a 72-car pileup including five trucks that caused one death and injured 26 others. The relatively light toll was attributed to reduced vehicular speeds on account of foggy weather, together with the quick actions and effectiveness of the first responders and the excellent collaboration between the various rescue groups (medical rescue services, fire and police departments). For the first time, we used an innovative on-site medical command and control system, based on a binomial team. Two hours after the accident, the last of the injured had been evacuated and first aid on the site had ended. This article describes how the Emergency Medical Services from the State of Vaud, Switzerland, handled the situation and how the binomial team is structured.

  17. Slope mass rating and kinematic analysis of slopes along the national highway-58 near Jonk, Rishikesh, India

    Institute of Scientific and Technical Information of China (English)

    Tariq Siddique; M. Masroor Alam; M.E.A. Mondal; V. Vishal

    2015-01-01

    The road network in the Himalayan terrain, connecting remote areas either in the valleys or on the hill slopes, plays a pivotal role in socio-economic development of India. The planning, development and even maintenance of road and rail networks in such precarious terrains are always a challenging task because of complexities posed by topography, geological structures, varied lithology and neotectonics. Increasing population and construction of roads have led to destabilisation of slopes, thus leading to mass wasting and movement, further aggravation due to recent events of cloud bursts and unprecedented flash floods. Vulnerability analysis of slopes is an important component for the“Landslide Hazard Assessment”and“Slope Mass Characterisation” guide planners to predict and choose suitable ways for construction of roads and other engineering structures. The problem of landslides along the national highway-58 (NH-58) from Rishikesh to Devprayag is a common scene. The slopes along the NH-58 between Jonk and Rishikesh were investigated, which experienced very heavy traffic especially from March to August due to pilgrimage to Kedarnath shrine. On the basis of slope mass rating (SMR) investigation, the area falls in stable class, and landslide susceptibility score (LSS) values also indicate that the slopes under investi-gation fall in low to moderate vulnerability to landslide. More attentions should be paid to the slopes to achieve greater safe and economic benefits along the highway.

  18. Slope mass rating and kinematic analysis of slopes along the national highway-58 near Jonk, Rishikesh, India

    Directory of Open Access Journals (Sweden)

    Tariq Siddique

    2015-10-01

    Full Text Available The road network in the Himalayan terrain, connecting remote areas either in the valleys or on the hill slopes, plays a pivotal role in socio-economic development of India. The planning, development and even maintenance of road and rail networks in such precarious terrains are always a challenging task because of complexities posed by topography, geological structures, varied lithology and neotectonics. Increasing population and construction of roads have led to destabilisation of slopes, thus leading to mass wasting and movement, further aggravation due to recent events of cloud bursts and unprecedented flash floods. Vulnerability analysis of slopes is an important component for the “Landslide Hazard Assessment” and “Slope Mass Characterisation” guide planners to predict and choose suitable ways for construction of roads and other engineering structures. The problem of landslides along the national highway-58 (NH-58 from Rishikesh to Devprayag is a common scene. The slopes along the NH-58 between Jonk and Rishikesh were investigated, which experienced very heavy traffic especially from March to August due to pilgrimage to Kedarnath shrine. On the basis of slope mass rating (SMR investigation, the area falls in stable class, and landslide susceptibility score (LSS values also indicate that the slopes under investigation fall in low to moderate vulnerability to landslide. More attentions should be paid to the slopes to achieve greater safe and economic benefits along the highway.

  19. 道路交通荷载横向分布特性分析%Analysis of the Transverse Distribution of Traffic Loading on Highways

    Institute of Scientific and Technical Information of China (English)

    赵延庆; 王国忠; 谭忆秋

    2012-01-01

    在中国不同省份收集了20个道路断面的计重收费数据,并在25条道路上进行现场交通摄像与数据读取,分析道路的方向分布系数、车道分布系数及其影响因素.结果表明,方向分布系数一般为50%~60%,而重交通方向当量轴载作用次数在总作用次数中所占的比例为50%~85%.当两个方向交通荷载特性存在明显区别时,应对两个方向的路面结构分别进行设计.交通行驶方式对车道分布系数有明显的影响.对于双向两车道道路,高速公路的车道分布系数较大;而对于双向三车道道路,非高速公路的车道分布系数较大.分别对高速公路和其他公路提出了车道分布系数的推荐值,供路面结构分析和设计之用.%Traffic loading data were collected from 20 toll stations.and 25 highways were videotaped to obtain relevant traffic information in various provinces in China. Directional distribution factor (DDF), lane distribution factor (LDF) and their influential causes were analyzed. The results have shown that DDF is typically within 50%~60% , while the number of equivalent single axle load (ESAL) in heavy traffic direction is within 50%~85% of the total ESAL. Therefore, pavements should be designed for two traffic directions separately if the traffic characteristics in the two directions exhibit significant difference. Traffic configuration has great impact on LDF. LDF of expressway is larger than that of other highways for two-lane traffic, while LDF of other highways is larger for three-lane traffic. Typical values of LDF are recommended for expressways and other highways, which can be used in pavement analysis and design.

  20. Research on Highway Traffic Capacity Conversion Method Under Disaster Conditions%灾害条件下公路通行能力折算方法研究

    Institute of Scientific and Technical Information of China (English)

    牛世峰; 姜桂艳

    2013-01-01

    In order to solve the problem of lacking highway traffic capacity conversion method under disaster conditions, the disaster is sorted according to the impact characteristics of disasters. The highway traffic capacity conversion sections divided method is designed, and the highway traffic capacity conversion method under two kinds of disaster conditions is designed based on those researches. The test data are obtained from investigation, the experimental results indicate that the performance of proposed method is good.%针对目前灾害条件下公路通行能力折算方法研究成果较为缺乏的问题,根据灾害对公路通行能力影响的特点,对灾害的种类进行分类,并设计了公路通行能力折算路段划分方法,在已有研究的基础上,设计了两类灾害条件下公路通行能力折算系数确定方法和通行能力计算方法,利用实际数据进行例证分析表明,所设计方法可以实现灾害条件下公路通行能力折算分析,为灾害条件下应急交通管理提供技术支持.

  1. Probabilistic physical characteristics of phase transitions at highway bottlenecks: incommensurability of three-phase and two-phase traffic-flow theories.

    Science.gov (United States)

    Kerner, Boris S; Klenov, Sergey L; Schreckenberg, Michael

    2014-05-01

    Physical features of induced phase transitions in a metastable free flow at an on-ramp bottleneck in three-phase and two-phase cellular automaton (CA) traffic-flow models have been revealed. It turns out that at given flow rates at the bottleneck, to induce a moving jam (F → J transition) in the metastable free flow through the application of a time-limited on-ramp inflow impulse, in both two-phase and three-phase CA models the same critical amplitude of the impulse is required. If a smaller impulse than this critical one is applied, neither F → J transition nor other phase transitions can occur in the two-phase CA model. We have found that in contrast with the two-phase CA model, in the three-phase CA model, if the same smaller impulse is applied, then a phase transition from free flow to synchronized flow (F → S transition) can be induced at the bottleneck. This explains why rather than the F → J transition, in the three-phase theory traffic breakdown at a highway bottleneck is governed by an F → S transition, as observed in real measured traffic data. None of two-phase traffic-flow theories incorporates an F → S transition in a metastable free flow at the bottleneck that is the main feature of the three-phase theory. On the one hand, this shows the incommensurability of three-phase and two-phase traffic-flow theories. On the other hand, this clarifies why none of the two-phase traffic-flow theories can explain the set of fundamental empirical features of traffic breakdown at highway bottlenecks.

  2. Highway Traffic Effective Scheduling Model Under Bad Weather Conditions%恶劣天气下的公路交通有效调度模型

    Institute of Scientific and Technical Information of China (English)

    杨敏; 刘文疆

    2015-01-01

    Highway Traffic bad weather is easily paralyzed, and design of highway traffic scheduling optimization model, to improve the highway traffic network stability and robustness. Highway traffic scheduling model using the traditional equiva-lent weighted vector parallel micro structure, the key sections and intersection node cannot effectively distinguish evalua-tion, scheduling the effect is not good. A road traffic effective scheduling model of multi-dimensional vector linear program-ming based on the bad weather. Road traffic information collection of inclement weather, building a PID neural network model of road network, road network model is represented by a 5 tuple, extract the key information to control traffic conges-tion. Traffic congestion detection algorithm design under bad weather conditions, according to the congestion state of multi-dimensional vector linear programming can be unit of travel time under the joint distribution, calculation of the best fitness value, the realization of traffic scheduling optimization. The simulation results show that, using this model to the traffic con-gestion degree detection and scheduling, high detection precision, can accurately reflect the real time status information of road traffic, through the effective scheduling can greatly the traffic efficiency of road traffic, higher application value.%恶劣天气的公路交通极易瘫痪,设计公路交通优化调度模型,提高公路交通网络的稳定性和抗毁坏性.传统的公路交通调度模型采用并行微观矢量等价加权结构,各重点路段和路口节点不能有效区别评价,调度效果不好.提出一种基于多维矢量线性规划的恶劣天气下的公路交通有效调度模型.进行恶劣天气下的交通路网信息采集,构建PID神经网络路网模型,路网模型采用一个5元组表示,提取制约交通拥堵的关键信息.设计恶劣天气下的交通拥塞检测算法,根据多维矢量线性规划可得单位路径行

  3. Research on Various Factors of Influencing Traffic Safety of Suburban Highway in Shanghai City%上海市城郊公路交通安全相关研究

    Institute of Scientific and Technical Information of China (English)

    伊轩轩; 潘晓东

    2011-01-01

    随着城镇化进程的加快,城郊公路交通特征发生显著变化,公路城市化现象趋势明显,导致城郊公路交通事故频频发生.首先分析城郊公路的典型交通特征,并通过城郊公路交通事故分析深入探讨城郊公路事故发生与交通方式、交通结构、接入口密度以及饱和度之间的相关关系,最后根据城郊公路交通特征的变化将其分为郊区段、过渡段、市区段等3部分,应用层次分析法来分析各段的交通安全水平,确定城郊公路交通安全工作的重中之重.%Along with the accelerating process of urbanization, traffic characteristics change a lot in suburban highway, and the phenomenon of highway urbanization trends obviously, which result in traffic accidents occur frequently in suburban highway. In the paper, firstly the characteristics of the suburban highway are analyzed; Secondly the correlation of the number of accidents and modes of transportation, traffic composition, density of branch and traffic are deeply studied; last the suburban highway will be divided into suburbs segment, transition section, the urban section according to the different traffic characteristics, and the safety of the section of suburban highway is comprehensively evaluate using Analytic Hierarchy Process to analyze level of safety in suburban highway and to determine the highway traffic safety priority.

  4. Occurrence of lead and zinc in soils and plants at the margins of a highway with heavy traffic

    Directory of Open Access Journals (Sweden)

    Luis Celso da Silva

    2013-12-01

    Full Text Available The occurrences of lead (Pb and zinc (Zn were determined in soil and grasses collected at three points on stretch of 143 km of the Presidente Dutra highway between the states of São Paulo and Rio de Janeiro. The soil and plant samples were collected by sampling transections perpendicular to the highway at distances of 0, 10, 20, 35 and 50 m from the highway edge. Concentrations of Pb and Zn were higher in samples closest to the highway edge, decreasing with increasing distance from the road. There were positive correlation coefficients between the metal concentration in the soil and the metal concentration in the plant. Concentrations of Pb found in soil samples were below the reference value established for the soil quality in the state of São Paulo, while for Zn, up to 10 m away from the highway edge, the concentration was higher than the reference value.

  5. Study on traffic states and jamming transitions for two-lane highway including a bus by using a model with calibrated optimal velocity function

    Science.gov (United States)

    Li, Zhipeng; Yi, Yi

    2014-07-01

    In this paper, traffic states and jamming transitions on two-lane highway including a bus are studied by using a car following model with a calibrated optimal velocity function. We derive a new flow-density diagram with four distinctly separated traffic states, which is different from that of the earlier study obtained by applying the OVM with theoretical optimal velocity function. The spatio-temporal diagrams are presented to illustrate phase characteristics of each traffic state. It is found that the phase characteristic features of two of four states are different from any state of the earlier result, and traffic flow of state 2 and state 3 can reproduce some characteristics observed from empirical investigations such as centralized lane-changing, hanging tail of cluster, and synchronized flow. In addition, we have clarified the lane-changing behaviors and their effects on two-lane traffic flow including a bus. It is shown that the velocity oscillations behind the bus can help the lane-changing in state 2 and the behaviors of lane-changing are the important reason of forming of the synchronized flow in state 3. It is also concluded that lane-changing can only improve the current in the region of middle density.

  6. Mobile monitoring of particle number concentration and other traffic-related air pollutants in a near-highway neighborhood over the course of a year.

    Science.gov (United States)

    Padró-Martínez, Luz T; Patton, Allison P; Trull, Jeffrey B; Zamore, Wig; Brugge, Doug; Durant, John L

    2012-12-01

    Accurate quantification of exposures to traffic-related air pollution in near-highway neighborhoods is challenging due to the high degree of spatial and temporal variation of pollutant levels. The objective of this study was to measure air pollutant levels in a near-highway urban area over a wide range of traffic and meteorological conditions using a mobile monitoring platform. The study was performed in a 2.3-km(2) area in Somerville, Massachusetts (USA), near Interstate I-93, a highway that carries 150,000 vehicles per day. The mobile platform was equipped with rapid-response instruments and was driven repeatedly along a 15.4-km route on 55 days between September 2009 and August 2010. Monitoring was performed in 4-6-hour shifts in the morning, afternoon and evening on both weekdays and weekends in winter, spring, summer and fall. Measurements were made of particle number concentration (PNC; 4-3,000 nm), particle size distribution, fine particle mass (PM(2.5)), particle-bound polycyclic aromatic hydrocarbons (pPAH), black carbon (BC), carbon monoxide (CO), and nitrogen oxides (NO and NO(x)). The highest pollutant concentrations were measured within 0-50 m of I-93 with distance-decay gradients varying depending on traffic and meteorology. The most pronounced variations were observed for PNC. Annual median PNC 0-50 m from I-93 was two-fold higher compared to the background area (>1 km from I-93). In general, PNC levels were highest in winter and lowest in summer and fall, higher on weekdays and Saturdays compared to Sundays, and higher during morning rush hour compared to later in the day. Similar spatial and temporal trends were observed for NO, CO and BC, but not for PM(2.5). Spatial variations in PNC distance-decay gradients were non-uniform largely due to contributions from local street traffic. Hour-to-hour, day-to-day and season-to-season variations in PNC were of the same magnitude as spatial variations. Datasets containing fine-scale temporal and spatial

  7. Effect of Driver Behavior on Spatiotemporal Congested Traffic Patterns at Highway Bottlenecks in the Framework of Three-Phase Traffic Theory

    CERN Document Server

    Kerner, Boris S

    2010-01-01

    We present results of numerical simulations of the effect of driver behavior on spatiotemporal congested traffic patterns that result from traffic breakdown at an on-ramp bottleneck. The simulations are made with the Kerner-Klenov stochastic traffic flow model in the framework of three-phase traffic theory. Different diagrams of congested patterns at the bottleneck associated with different driver behavioral characteristics are found and compared each other. An adaptive cruise control (ACC) in the framework of three-phase traffic theory introduced by the author (called a "driver alike ACC" (DA-ACC)) is discussed. The effect of DA-ACC-vehicles on traffic flow, in which without the DA-ACC-vehicles traffic congestion occurs at the bottleneck, is numerically studied. We show that DA-ACC-vehicles improve traffic flow considerably without any reduction in driving comfort. It is found that there is a critical percentage of DA-ACC-vehicles in traffic flow: If the percentage of the DA-ACC-vehicle exceeds the critical ...

  8. Study of Traffic Noise Prediction Model of Highways Naving Noise Barriers%声屏障公路的噪声预测模型研究

    Institute of Scientific and Technical Information of China (English)

    李志杰

    2012-01-01

    By Comparing the highway traffic noise prediction model of our country with foreign noise prediction models,we have improved our model of highways having hoise barriers on the roadside. As the linear sound source is regarded as the reiterative addifion of sound sources at many points. the angle-amendment factor is led into our newly made highway prediction model of Ministry of Communications. The predicted value before and after the improvement are also contrasted.%对交通部有声屏障公路噪声预测模型进行了改进.将公路线声源视为多个点声源的叠加,改进其张角修正量,将张角修正量引入到公路噪声预测模型中,并对模型改进前后的预测值进行了比较,证明随位置变化,原模型绕射损失较快.

  9. Traffic-related heavy metals uptake by wild plants grow along two main highways in Hunan Province, China: effects of soil factors, accumulation ability, and biological indication potential.

    Science.gov (United States)

    Zhai, Yunbo; Dai, Qingyun; Jiang, Kang; Zhu, Yun; Xu, Bibo; Peng, Chuan; Wang, Tengfei; Zeng, Guangming

    2016-07-01

    This study was performed to investigate pollution of traffic-related heavy metals (HMs-Zn, Pb, Cu, Cr, and Cd) in roadside soils and their uptake by wild plants growing along highways in Hunan Province, China. For this, we analyzed the concentration and chemical fractionation of HMs in soils and plants. Soil samples were collected with different depths in the profile and different distances from highway edge. And leaves and barks of six high-frequency plants were collected. Results of the modified European Community Bureau of Reference (BCR) showed that the mobile fraction of these HMs was in the order of Cd > Pb > Zn > Cu > Cr. A high percentage of the mobile fraction indicates Cd, Pb, and Zn were labile and available for uptake by wild plants. The total concentration and values of risk assessment code (RAC) showed that Cd was the main risk factor, which were in the range high to very high risk. The accumulation ability of HMs in plants was evaluated by the biological accumulation factor (BAF) and the metal accumulation index (MAI), and the results showed that all those plant species have good phyto-extraction ability, while accumulation capacity for most HMs plants tissues was bark > leaf. The highest MAI value (5.99) in Cinnamomum camphora (L) Presl indicates the potential for bio-monitoring and a good choice for planting along highways where there is contamination with HMs.

  10. Temporal variation of traffic on highways and the development of accurate temporal allocation factors for air pollution analyses

    Science.gov (United States)

    Batterman, Stuart; Cook, Richard; Justin, Thomas

    2015-04-01

    Traffic activity encompasses the number, mix, speed and acceleration of vehicles on roadways. The temporal pattern and variation of traffic activity reflects vehicle use, congestion and safety issues, and it represents a major influence on emissions and concentrations of traffic-related air pollutants. Accurate characterization of vehicle flows is critical in analyzing and modeling urban and local-scale pollutants, especially in near-road environments and traffic corridors. This study describes methods to improve the characterization of temporal variation of traffic activity. Annual, monthly, daily and hourly temporal allocation factors (TAFs), which describe the expected temporal variation in traffic activity, were developed using four years of hourly traffic activity data recorded at 14 continuous counting stations across the Detroit, Michigan, U.S. region. Five sites also provided vehicle classification. TAF-based models provide a simple means to apportion annual average estimates of traffic volume to hourly estimates. The analysis shows the need to separate TAFs for total and commercial vehicles, and weekdays, Saturdays, Sundays and observed holidays. Using either site-specific or urban-wide TAFs, nearly all of the variation in historical traffic activity at the street scale could be explained; unexplained variation was attributed to adverse weather, traffic accidents and construction. The methods and results presented in this paper can improve air quality dispersion modeling of mobile sources, and can be used to evaluate and model temporal variation in ambient air quality monitoring data and exposure estimates.

  11. Design and Implementation of Traffic Management and Information Service System for Highway Network%公路网交通管理和信息服务系统设计及实现

    Institute of Scientific and Technical Information of China (English)

    王露; 周继彪; 李晓伟; 王龙飞

    2013-01-01

    In order to achieve effective balance of the highway resources and ensure the efficiency of highway operation from the network level,this paper proposes an integrated command scheduling strategy and designs a platform of traffic management and information service system for the highway network.Firstly,the scheduling needs and overall objectives of the highway network are analyzed.In addition,the highway network's own situation is considered.The platform utilizes the Highway Network Dispatch and Command Management System Platform (HNDCMSP) design as the basic framework.It combines the highway network information collection,information analysis and information service,to achieve the function of traffic information searching for both traffic managers and highway users.Furthermore,this strategy is expected to realize traffic control,emergency treatment,highways emergency rescue,and special weather emergency disposal for highway network system,and to finally achieve the accuracy,fast-responding and high-efficiency highway traffic management and information service.%为了实现公路网资源的有效均衡和保障公路网运输的效率,在分析公路网调度需求和总体目标的基础上,结合公路网实际状况,提出了公路网综合指挥调度策略,并设计了公路网交通管理和信息服务系统平台.该平台以公路网指挥调度系统平台设计为基本框架,综合公路交通信息采集、信息分析以及信息服务功能,实现面向交通管理者和面向公路使用者的交通信息查询功能设计,以期实现公路网交通疏导控制、事故应急处理、路政紧急救援、特殊天气应急处置的目的,进一步实现公路网交通管理和信息服务的准确、快速、高效运行.

  12. Design and implementation of speed humps: supplement to national guidelines for traffic calming

    CSIR Research Space (South Africa)

    Emslie, I

    1997-03-01

    Full Text Available This report presents guidelines to assist local authorities and traffic engineers with a uniform approach to the implementation of speed humps. It is recommended that these guidelines be read in conjunction with The National Guidelines for Traffic...

  13. 浅析安徽省公路交通情况调查信息化发展的构思%Superficial Analysis of Plot of Development of Highway Traffic Conditions Investigating Information in Anhui Province

    Institute of Scientific and Technical Information of China (English)

    占炜

    2009-01-01

    根据交通运输部对公路交通情况调查工作的要求,结合安徽省的实际情况,提出安徽省公路交通情况调查工作信息化发展的基本构思.%In virtue of requirements of Ministry of Communication and Transportation for the work of highway traffic conditions investigating,in the light of reality of Anhui Province,the paper presents basic plot of development of highway traffic conditions investigating information in Anhui Province.

  14. Identification of traffic-related metals and the effects of different environments on their enrichment in roadside soils along the Qinghai-Tibet highway.

    Science.gov (United States)

    Zhang, Hua; Wang, Zhaofeng; Zhang, Yili; Ding, Mingjun; Li, Lanhui

    2015-07-15

    The road transportation could affect roadside soils environment detrimentally, including heavy metal enrichment. In order to identify and evaluate the enrichment of heavy metals resulted from road transportation on the Tibetan Plateau, the 11 heavy metals (V, Cr, Co, Ni, Cu, Zn, As, Cd, Rb, Pb and Tl) in the topsoil (0-10 cm depth) from four sites along the Qinghai-Tibet highway were discussed in this study. Our results indicate that heavy metals such as Cr, Cu, Zn, As, Cd and Pb are related to road transportation. The content of most of these heavy metals in roadside soils decreased exponentially with the distance from the road, as did some of the Nemero Synthesis Indexes (PN values). The contamination factor for the traffic-related metals ranged from 0.56 (no pollution) to 5.67 (considerable pollution) and the Nemero Synthesis Indexes of these heavy metals ranged from 0.80 (no pollution) to 4.49 (severe pollution). Cd was of priority concern as it had the highest contamination factor. The highest PN value for these traffic-related heavy metals was found in soils at site TTH (alpine steppe). Although transportation contributed to the high contents of these traffic-related metals in roadside environments, regional differences such as wind and the terrain also had significant relationship with their enrichment in these roadside soils. The roadside distance at which there is a potential risk to livestock and wildlife from the contamination of soils by heavy metals should be determined scientifically along the Qinghai-Tibet highway, based on the different natural environments found in the region.

  15. 基于物联网技术的高速公路交通流监控研究%Study on Monitoring of Highway Traffic Transportation Flow on Internet of Things

    Institute of Scientific and Technical Information of China (English)

    陈军

    2012-01-01

    In order to improve the monitoring efficient of the highway traffic transportation flow effectively, and prevent the traffic accidents, and the application of internet of things on it is studied in depth, first, the character of the highway transportation flow is analyzed, and then the basic theory of the application of the internet of thing on the detection of the highway traffic transportation flow is studied, and then model of the highway transportation flow is discussed. Next the hardware and software of the monitoring system of the highway transportation flow is designed. Finally, the simulation analysis of real-time monitoring of a highway transportation flow is carried out, and results show that the internet of things has broad prospects for development on the monitoring of the highway traffic transportation flow.%为了能够有效地提高高速公路交通流监控的效率,防止交通事故的发生,深入地研究了物联网技术在其中的应用.首先,分析了高速公路交通流的特点.其次,研究了物联网在高速公路交通流监控中应用的基本原理.接着,讨论了高速公路交通流的模型.接下来,设计了高速公路交通流监控制系统的软件和硬件.最后,进行了高速公路交通流实时监控仿真研究.仿真结果表明物联网技术在高速公路交通流监控中具有较广阔的发展前景.

  16. 双车道公路设置附加车道交通量条件研究%Traffic Volume Conditions of Setting Auxiliary Lane on Two-lane Highway

    Institute of Scientific and Technical Information of China (English)

    程国柱; 翟露露; 秦丽辉; 王玉霞

    2015-01-01

    In order to reduce traffic accidents and improve operating efficiency on two-lane highway, the concept of setting auxiliary lane on two-lane highway is proposed, and the traffic volume conditions of setting up auxiliary lane on two-lane highway are studied. Data is obtained through vehicle experiment on two-lane highway, and the relational model among the traffic conflict time, the traffic volume and the design speed on two-lane highway is established. Based on the established model, the different conditions of traffic volume of setting auxiliary lane on two-lane highway are obtained. It shows that auxiliary lane should be set when traffic volume is more than 495 veh/h/ln and 454 veh/h/ln respectively on two-lane highway with the design speed of 80 km/h and 60km/h. It isn't recommend to set auxiliary lane on two-lane highway with the design speed of 40 km/h because the benefit is not obvious.%为了减少双车道公路交通事故数量、提高运行效率,提出了双车道公路设置附加车道的理念,基于试验数据开展了双车道公路设置附加车道的交通量条件研究.通过双车道公路实车实验获得的基础数据,建立了双车道公路交通冲突时间与交通量、设计速度的关系模型.依据构建的模型,给出了对应不同设计速度的双车道公路设置附加车道的交通量条件.基于样本数据的研究结果表明:设计速度为80 km/h的双车道公路,单向交通量大于495 veh/h/ln时,应设置附加车道;设计速度为60 km/h的双车道公路,单向交通量大于454 veh/h/ln,应设置附加车道;设计速度为40 km/h及以下的双车道公路,设置附加车道效益不明显,不建议设置.

  17. 公路路线设计中交通安全影响因素探究%Explore the Traffic Safety Influence Factors in Highway Route Design

    Institute of Scientific and Technical Information of China (English)

    周杰; 解朝森

    2014-01-01

    交通事故对人们的生命财产安全有着不容忽视的危害。本文以影响交通安全的主要因素为切入点,对公路路线设计中的主要问题(沿线设计、设计速度以及运行速度)进行了讨论,并在结尾提出了详细地改善措施。%Traf ic accidents endanger people's life and prop-erty safety which not al owed ignoring. This article takes the main factors of traffic safety as the breakthrough point, disc-usses the main problems in the highway route design (along the line design, design speed and running speed) and put fo-rward the improvement measures in detail at the end.

  18. 76 FR 4151 - National Emergency Medical Services Advisory Council Teleconference Meeting

    Science.gov (United States)

    2011-01-24

    ... National Highway Traffic Safety Administration National Emergency Medical Services Advisory Council... Transportation (DOT). Title: National Emergency Medical Services Advisory Council Teleconference Meeting. ACTION: National Emergency Medical Services Advisory Council (NEMSAC); notice of Teleconference Meeting....

  19. 76 FR 15043 - National Emergency Medical Services Advisory Council (NEMSAC); Notice of Federal Advisory...

    Science.gov (United States)

    2011-03-18

    ... National Highway Traffic Safety Administration National Emergency Medical Services Advisory Council (NEMSAC... (NHTSA), Department of Transportation (DOT). ACTION: Meeting Notice--National Emergency Medical Services... public. The purpose of NEMSAC is to provide a nationally recognized council of emergency medical...

  20. 78 FR 24802 - National Emergency Medical Services Advisory Council (NEMSAC); Notice of Federal Advisory...

    Science.gov (United States)

    2013-04-26

    ... National Highway Traffic Safety Administration National Emergency Medical Services Advisory Council (NEMSAC... nationally recognized council of emergency medical services representatives and consumers, is to advise and... (NHTSA), U.S. Department of Transportation (DOT). ACTION: Meeting Notice--National Emergency...

  1. 75 FR 71791 - National Emergency Medical Services Advisory Council Meeting Notice

    Science.gov (United States)

    2010-11-24

    ... National Highway Traffic Safety Administration National Emergency Medical Services Advisory Council Meeting...). ACTION: National Emergency Medical Services Advisory Council (NEMSAC); Notice of Federal Advisory... public. The purpose of NEMSAC is to provide a nationally recognized council of emergency medical...

  2. 76 FR 22166 - Renewal of Charter for the National Emergency Medical Services Advisory Council (NEMSAC)

    Science.gov (United States)

    2011-04-20

    ... of the National Emergency Medical Services Advisory Council to provide advice and recommendations regarding emergency medical services (EMS) matters to the U.S. Department of Transportation, National... National Highway Traffic Safety Administration Renewal of Charter for the National Emergency...

  3. Assessment of the traffic-related elements Ba, Cr and Zn during and after the construction of a peripheral highway using Tillandsia usneoides as atmospheric biomonitor

    Energy Technology Data Exchange (ETDEWEB)

    Figueiredo, Ana M.G.; Silva, Barbara C. da, E-mail: anamaria@ipen.br [Instituto de Pesquisas Energeticas e Nucleares (IPEN/CNEN-SP), Sao Paulo, SP (Brazil); Nievola, Catarina C.; Alves, Edenise S.; Domingos, Marisa, E-mail: ccnievola@uol.com.br, E-mail: ealves@ibot.sp.gov.br, E-mail: mmingos@superig.com.br [Instituto de Botanica de Sao Paulo, Sao Paulo, SP (Brazil)

    2013-07-01

    Tillandsia usneoides (L.) L. is an aerial epiphytic bromeliad that lives on trees or other kinds of inert substratum, absorbing water and nutrients directly from the environment. Due to this characteristic, this species also accumulates pollutants present in the atmosphere. In this study, T. usneoides was used as biomonitor aiming to verify if the construction of the western and southern parts of the peripheral highway Mario Covas (SP-21) in Sao Paulo city would alter the profile of atmospheric contamination by Ba, Cr and Zn in the region. These elements are often associated with traffic and can indicate contaminated urban areas. This knowledge is of great interest to the city, which has one of the biggest vehicle fleets in the world, with more than seven million circulating motor vehicles and serious environmental problems due to air pollution. Neutron Activation Analysis was employed as analytical technique. Samples of T. usneoides were irradiated at the IEA-R1 nuclear reactor at IPEN-CNEN/SP, and the induced activity was measured by high resolution gamma-ray spectrometry. Increasing concentrations of Ba, Cr and Zn were observed in the biomonitor after the inauguration of the highway, indicating that these elements originated from vehicular emissions. (author)

  4. 高速公路改扩建工程交通组织方案优化设计%An Optimal Design for Traffic Organization Plan of Highway Reconstruction and Expansion Projects

    Institute of Scientific and Technical Information of China (English)

    王晓; 杨少伟

    2011-01-01

    The features of the current road traffic organization methods are analyzed.Based on a study of the traffic situation on the Zhengzhou-Luohe Highway,a traffic organization plan during the reconstruction and expansion of the highway is designed and optimized.On the premise of road safety and unblocked traffic,this paper proposes a traffic organization implementation plan of the highway and an emergency management plan in the period of its reconstruction and expansion.%通过分析现有道路交通组织方式的特点,基于郑漯高速公路交通现状,介绍交通组织方案设计的基本思路,对郑漯高速公路改扩建期间交通组织方案进行设计和优选.在保证交通安全和道路畅通的前提下,提出郑漯高速公路改扩建期间的交通组织实施方案及改扩建期间的紧急事件处理方案.

  5. Assessment of honking impact on traffic noise in urban traffic environment of Nagpur, India.

    Science.gov (United States)

    Vijay, Ritesh; Sharma, Asheesh; Chakrabarti, Tapan; Gupta, Rajesh

    2015-01-01

    In context of increasing traffic noise in urban India, the objective of the research study is to assess noise due to heterogeneous traffic conditions and the impact of honking on it. Traffic volume, noise levels, honking, road geometry and vehicular speed were measured on national highway, major and minor roads in Nagpur, India. Initial study showed lack of correlation between traffic volume and equivalent noise due to some factors, later identified as honking, road geometry and vehicular speed. Further, frequency analysis of traffic noise showed that honking contributed an additional 2 to 5 dB (A) noise, which is quite significant. Vehicular speed was also found to increase traffic noise. Statistical method of analysis of variance (ANOVA) confirms that frequent honking (p impact on traffic noise apart from traffic volume and type of road. The study suggests that honking must also be a component in traffic noise assessment and to identify and monitor "No Honking" zones in urban agglomerations.

  6. 国省道干线城市过境公路安保工程设计分析%Analysis on security engineering design of national and provincial trunk city transit highway

    Institute of Scientific and Technical Information of China (English)

    覃浩

    2014-01-01

    Taking the security engineering of K72+800~K76+250 section in Linfen provincial highway Linme line as an example, this paper analyzed the characteristics and traffic accidents causes of national and provincial trunk city transit highway, and combining with the actual situa-tion of original highway, determined the traffic engineering safety facilities device level, put forward the security measures.%以临汾境内省道临么线K72+800~K76+250段安全保障工程为例,分析了国省道干线中城市过境公路的特点及交通事故发生的原因,并结合原有公路的实际情况,确定了交通工程安全设施配转置等级,提出了安全保障措施。

  7. 高速公路交通安全预警管理系统的建立%Establishment of the Fore-warning Management System of Highway Traffic Safety

    Institute of Scientific and Technical Information of China (English)

    刘清; 吴燕子

    2003-01-01

    根据高速公路交通安全管理的实际需要,提出了高速公路交通灾害预警管理系统的总体设计要求;论述了该系统的基本组成、功能及其实际应用.%According to the actual necessary of highway traffic safety management, this paper came up with the total design requirement of highway calamity fore-warning management system. It also discussed the fundamental constitute, function and key technology of this system.

  8. 基于运动学的高速公路汽车慢行对交通量的影响分析%The Traffic Impact Analysis of Highway Slow Vehicles Based on Kinematics

    Institute of Scientific and Technical Information of China (English)

    李宏德

    2013-01-01

    The traffic impact problem of highway slow vehicles is put forward,then the highway traffic state model is built,and the traffic characteristics are analysed. From kinematics analysis,the impact degree of highway slow vehicles on traffic is theoretically calculated,and the necessity of the lowest speed limit and the separation speed limit is explained. At last,the suggestions of extensive publicity and strict law enforcement are given.%提出了高速公路汽车慢行对交通量的影响问题,构建了高速公路交通状态模型,并作了交通特性分析。从运动学的角度对高速公路汽车慢行对交通量的影响程度作了理论计算,说明了高速公路限制最低速度和分道限速的必要性,并给出了开展广泛宣传和严格执法的建议。

  9. Application of environmental magnetism on crime detection in a highway traffic accident from Yangzhou to Guazhou, Jiangsu Province, China.

    Science.gov (United States)

    Manrong, Chen; Lizhong, Yu; Xiangfeng, Niu; Bin, Chen

    2009-05-30

    Both elemental composition analysis and mineral magnetic measurements were used to infer the source of the earth dumped on a highway in China, which resulted in human life loss and injury in 2002. The results indicate that the earth and the samples from the potential two sources are very similar in geochemical compositions. However, magnetic properties show stronger difference among the samples. A plot of magnetic susceptibility (chi) vs. Anhysteretic Remanent Magnetization (ARM) clearly show that the earth at the accident site (sample No. 1) is closely matched with one sample (No. 4) from the source site B. Such a difference in geochemical and magnetic signatures among the samples is ascribed to the nature of the earth, which is derived from the Xiashu Loess in southern China. Our results indicate that environmental magnetic method can help to crime investigation by aiding in the provenance tracing of soils/sediments evidences in a simple, economic and non-destructive way.

  10. What We've Learned about Highway Traffic Congestion%我们能从道路交通拥堵中学到什么

    Institute of Scientific and Technical Information of China (English)

    Pravin Varaiya; 吕大玮

    2012-01-01

    Freeway operational data become more available and enriched with the improvement of surveillance systems. By analyzing five years of freeway operational data archived in California, this paper quantitatively elaborates the causes of highway congestion from different perspectives, including congestion dynamics analysis, traffic bottleneck identification, ramp metering performance evaluation, travel time prediction, and etc. In addition, this paper quantifies the performance of HOV lanes and their impacts on other lanes in California Bay Area by analyzing capacity loss and comparing the speed and flow within and outside of HOV restriction periods for the same highway segment. Each of the aforementioned studies measures the severity and cause of congestion, and suggests mitigation approaches.%随着高速公路监测手段的完善,高速公路运行数据日益丰富.通过深入挖掘、分析加州高速公路运行监测系统5年来收集的数据,从不同角度定量理解拥堵产生的原因,包括拥堵动态分析、交通瓶颈识别、匝道控制效益评价、出行时间预测等.此外,基于上述数据,以加州湾区HOV车道为例,通过分析通行能力损失、对比路段相同位置HOV限制与非限制时段车道流量及速度变化,定量评价了HOV车道的实施效果及其给其他车道带来的拥堵后果.上述各项研究均衡量了拥堵的严重程度及产生原因,并给出了相应的缓堵方法.

  11. 78 FR 67463 - National Emergency Medical Services Advisory Council (NEMSAC) and Federal Interagency Committee...

    Science.gov (United States)

    2013-11-12

    ... National Highway Traffic Safety Administration National Emergency Medical Services Advisory Council (NEMSAC) and Federal Interagency Committee on Emergency Medical Services (FICEMS); Notice of Federal Advisory... Transportation (DOT). ACTION: Meeting Notice--National Emergency Medical Services Advisory Council and...

  12. 78 FR 801 - National Emergency Medical Services Advisory Council (NEMSAC); Notice of Federal Advisory...

    Science.gov (United States)

    2013-01-04

    ... National Highway Traffic Safety Administration National Emergency Medical Services Advisory Council (NEMSAC... to the public. The purpose of NEMSAC, a nationally recognized council of emergency medical services representatives and consumers, is to provide advice and recommendations regarding Emergency Medical Services...

  13. 76 FR 39977 - National Emergency Medical Services Advisory Council Teleconference Meeting

    Science.gov (United States)

    2011-07-07

    ... National Highway Traffic Safety Administration National Emergency Medical Services Advisory Council... nationally recognized council of Emergency Medical Services (EMS) representatives and consumers to provide... proper arrangements. FOR FURTHER INFORMATION CONTACT: Drew Dawson, Director, Office of Emergency...

  14. 78 FR 36132 - National Standards for Traffic Control Devices; Manual on Uniform Traffic Control Devices for...

    Science.gov (United States)

    2013-06-17

    ... books would cause unnecessary confusion because users would have to determine how to correctly apply the... experience the same fate as the Traffic Engineering Manual, which was developed to supplement the 1978...

  15. Increasing Intelligence in Inter-Vehicle Communications to Reduce Traffic Congestions: Experiments in Urban and Highway Environments

    Science.gov (United States)

    Filho, Geraldo P. R.; Guidoni, Daniel L.; Pessin, Gustavo; Villas, Leandro A.; Ueyama, Jó

    2016-01-01

    Intelligent Transportation Systems (ITS) rely on Inter-Vehicle Communication (IVC) to streamline the operation of vehicles by managing vehicle traffic, assisting drivers with safety and sharing information, as well as providing appropriate services for passengers. Traffic congestion is an urban mobility problem, which causes stress to drivers and economic losses. In this context, this work proposes a solution for the detection, dissemination and control of congested roads based on inter-vehicle communication, called INCIDEnT. The main goal of the proposed solution is to reduce the average trip time, CO emissions and fuel consumption by allowing motorists to avoid congested roads. The simulation results show that our proposed solution leads to short delays and a low overhead. Moreover, it is efficient with regard to the coverage of the event and the distance to which the information can be propagated. The findings of the investigation show that the proposed solution leads to (i) high hit rate in the classification of the level of congestion, (ii) a reduction in average trip time, (iii) a reduction in fuel consumption, and (iv) reduced CO emissions PMID:27526048

  16. Increasing Intelligence in Inter-Vehicle Communications to Reduce Traffic Congestions: Experiments in Urban and Highway Environments.

    Science.gov (United States)

    Meneguette, Rodolfo I; Filho, Geraldo P R; Guidoni, Daniel L; Pessin, Gustavo; Villas, Leandro A; Ueyama, Jó

    2016-01-01

    Intelligent Transportation Systems (ITS) rely on Inter-Vehicle Communication (IVC) to streamline the operation of vehicles by managing vehicle traffic, assisting drivers with safety and sharing information, as well as providing appropriate services for passengers. Traffic congestion is an urban mobility problem, which causes stress to drivers and economic losses. In this context, this work proposes a solution for the detection, dissemination and control of congested roads based on inter-vehicle communication, called INCIDEnT. The main goal of the proposed solution is to reduce the average trip time, CO emissions and fuel consumption by allowing motorists to avoid congested roads. The simulation results show that our proposed solution leads to short delays and a low overhead. Moreover, it is efficient with regard to the coverage of the event and the distance to which the information can be propagated. The findings of the investigation show that the proposed solution leads to (i) high hit rate in the classification of the level of congestion, (ii) a reduction in average trip time, (iii) a reduction in fuel consumption, and (iv) reduced CO emissions.

  17. Application of PLC in Highway Traffic System%PLC在公路交通系统中的应用

    Institute of Scientific and Technical Information of China (English)

    龙卓珉

    2009-01-01

    介绍PLC在十字路口交通灯中的应用,通过对系统的硬件和软件设计,能控制交通灯正常的启动和停止.此外,在不同的交通状况下,如交通高峰期和低流期,通过对PLC软件的设计,改变使之相适应的控制方式.选用FX2N一485一BD通信模块,将同一条道路上的信号灯组成一局域网进行统一调度管理,实现5站之间的相互监视和调整,从而可缩短车辆通行等侯时间,实现科学化管理.%This paper introduces the application of PLC in crossroads traffic lamp.It can control the starting and stopping by system hardware and software.In addition,it can change the controlling way by the software according the traffic state.The lamp in the same road can be composed a part network by FX2N-485-BD.It can monitor and adjust each other in the five stations.

  18. Bi-level Optimization Model and Its Algorithm for Designing Highway Network for Regional Traffic Divergence%区域交通分流路网设计的双层优化模型及算法

    Institute of Scientific and Technical Information of China (English)

    郑来; 孟祥海

    2011-01-01

    Aimed at the highway network optimization for traffic divergence, which is a key problem in regional traffic divergence technology, the relationship between divergence highway network and basic highway network was analyzed, and the composition as well as calculation method of divergence cost were determined. Then, the bi-level optimization model for designing highway network for traffic divergence based on the minimization of divergence cost and the user equilibrium was put forward. The heuristic algorithm considering the topology structure integrality and anti-Braess assumption was employed to solve the model, and the efficiency of the algorithm was analyzed. Lastly, the case study shows the feasibility of the model and the algorithm, and the optimal divergence highway networks for small vehicles and large vehicles were obtained simultaneously by the presented method.%针对区域路网交通分流技术中的分流路网优化与选择问题,分析了分流路网与基础路网的关系,确定了分流成本的构成与量化方法,在此基础上提出了以分流成本最小化为上层目标、以用户均衡为下层目标的区域交通分流路网设计的双层优化模型,进而给出了考虑路网拓扑结构完整性和反Braess假定的模型启发式求解方法,并对算法的效率进行了分析.最后,结合算例分析验证了模型及其求解方法的可行性.该方法同时寻优获得了小型车和大型车两个分流路网.

  19. HOV on the information highway

    Science.gov (United States)

    Carlowicz, Michael

    Sick of rush-hour traffic jams? Tired of bottlenecks that keep you from getting where you want to go? Frustrated by sluggish drivers who tie you up on your way to work? The National Science Foundation (NSF) is hoping to put scientists back in the fast lane—of the Internet, that is.The recent boom in the popularity of the Internet has brought traffic on some parts of the information highway to a crawl. Since all packets of information sent across the Internet are treated equally, e-mail love letters and playful web browsing can interfere with scientific data transfers and high-performance on-line experiments and conferences.

  20. Analysis of the Highway Construction Work Zone Traffic Organization Plan%高速公路施工作业区交通组织方案的探析

    Institute of Scientific and Technical Information of China (English)

    朱宏

    2013-01-01

      高速公路施工作业区交通组织方案中,总结高速公路施工作业区的具体划分、车道封闭方式和上游过渡区限速标志的布设等。在Vissim仿真下,对采取不同交通组织方案的施工作业区的平均延误时间、平均最大排队长度、仿真通过量三个指标进行比对,表明不同的交通组织方案对作业区行车安全水平和服务水平具有不同的影响程度。%Highway construction work zone traffic organization plan summarizes the specific division of highway construction work zone,the way of closed lane and the layout of the upstream transition zone speed limit signs.In the Vissim simulation environment, three indicators of traffic organization plan are compared,which are the average delay,average queue length and the amount of traffic in simulation,and that sum up different traffic organization plans have a different impact on traffic safety level and service level of the work zone.

  1. Calibration of safety performance function for crashes on inter-city four lane highways in India

    Directory of Open Access Journals (Sweden)

    Naveen Kumar ChikkaKrishna

    2015-12-01

    Full Text Available There is a significant need to improve the highway safety during roadway planning, design and operations in developing countries like India. To receive appropriate consideration, safety needs to be dealt objectively within the transportation planning and highway design processes. Lack of available tools is a deterrent to quantify safety of a transportation facility during the planning or highway design process. The objective of this paper is to develop safety performance functions considering various elements involved in the planning, design and operation of a section on four-lane National Highway (NH-58 located in the state of Uttarakhand, India. The mixed traffic on Indian multilane highways comes with a lot of variability within, ranging from different vehicle types to different driver characteristics. This could result in variability in the effect of explanatory variables on crashes across locations. Hence, explanatory variables for highway segment safety analysis considered were geometric characteristics like curvature change rate, slope change rate, transverse slope and traffic characteristics in the form of average daily traffic, light vehicle traffic, light commercial vehicle traffic, heavy vehicle traffic, two-wheelers, non-motorised traffic volume and operating speed were analysed against dependent variable as crash count per 200 m per year. Safety performance functions involving the explanatory variables are calibrated to predict crash frequency using Poisson Weibull technique and crash types are predicted using ordered logit model. Model results suggest that increase in traffic volume leads to higher probability of crash risk and traffic safety is significantly distorted by higher curvature change rate values.

  2. Intelligent Lane Reservation System for Highway(s

    Directory of Open Access Journals (Sweden)

    Ciprian Dobre

    2012-01-01

    Full Text Available Highways tend to get congested because of the increase in the number of cars travelling on them. There are two solutions to this. The first one, which is also expensive, consists in building new highways to support the traffic. A much cheaper alternative consists in the introduction of advanced intelligent traffic control systems to manage traffic and increase the efficiency of the already existing highways. Intelligent lane reservation system for highways (ILRSH is such a software control system. It is designed to assist and automate the use of a highway lane as a reserved lane. The idea is to allow and support drivers to travel at a speed higher, if in return they are willing to pay a small fee to reserve an empty virtual slot on the reserved lane. This slot is valid for a portion and of the highway and a time window, so each driver pays the fee depending thier its travelling needs. In return, drivers are guaranteed a congestion-free travel on that portion. In this paper, we present the proposed architecture of the ILRSH and its subsystems. The system is based on several proposed algorithms designed to assist the drivers, enter or exit the reserved lane, based on real-world driving observations. We present extensive simulation results showing the feasibility of the proposed approach, that can easily be implemented with little costs on already-existing highways, and the increase in traffic efficiency.

  3. Discussion on Research Necessity of Highway Traffic Safety Facilities Setting---Based on Highways in Haixi Region,Qinghai Province%浅谈高速公路交通安全设施设置研究的必要性--基于青海省海西地区高速公路

    Institute of Scientific and Technical Information of China (English)

    白学平

    2015-01-01

    To improve highway capacity and reduce the incidence of traffic accident in Qinghai ,in this pa‐per ,setting of traffic safety facilities i .e .traffic signs ,markings ,separation fences etc .on highways in Haixi region ,Qinghai Province are studied ,w hich is significant in protecting life and property safety of drivers and passengers .This paper can provide basis for setting traffic safety facilities in similar projects .%青海省海西地区高速公路上交通标志、标线、隔离栅等交通安全设施设置的研究,对于青海模式的高速公路提高道路通行能力,减少交通事故,保护司乘人员生命财产安全有着深远的意义,并为今后类似项目交通安全设施的设置提供依据。

  4. 77 FR 46802 - National Emergency Medical Services Advisory Council (NEMSAC); Notice of Federal Advisory...

    Science.gov (United States)

    2012-08-06

    ... National Highway Traffic Safety Administration National Emergency Medical Services Advisory Council (NEMSAC... medical services representatives and consumers to provide advice and recommendations regarding Emergency... of Emergency Medical Services, 1200 New Jersey Avenue SE., NTI-140, Washington, DC 20590,...

  5. 77 FR 27278 - National Emergency Medical Services Advisory Council (NEMSAC); Notice of Federal Advisory...

    Science.gov (United States)

    2012-05-09

    ... National Highway Traffic Safety Administration National Emergency Medical Services Advisory Council (NEMSAC... services representatives and consumers to provide advice and recommendations regarding Emergency Medical... Transportation, Office of Emergency Medical Services, 1200 New Jersey Avenue SE., NTI-140, Washington, DC...

  6. 77 FR 9297 - National Emergency Medical Services Advisory Council (NEMSAC); Notice of Federal Advisory...

    Science.gov (United States)

    2012-02-16

    ... National Highway Traffic Safety Administration National Emergency Medical Services Advisory Council (NEMSAC... council of emergency medical services (EMS) representatives and consumers to provide advice and..., Director, U.S. Department of Transportation, Office of Emergency Medical Services, 1200 New Jersey...

  7. 76 FR 64174 - National Emergency Medical Services Advisory Council (NEMSAC); Notice of Federal Advisory...

    Science.gov (United States)

    2011-10-17

    ... TRANSPORTATION National Highway Traffic Safety Administration National Emergency Medical Services Advisory... emergency medical services representatives and consumers to provide advice and recommendations regarding Emergency Medical Services (EMS) to DOT's NHTSA. DATES: The meeting will be held on December 13, 2011,...

  8. Research of Highway Tunnel Lighting Theory Based on Traffic Behavior Analysis%基于变点分段交通行为分析的公路隧道照明理论研究

    Institute of Scientific and Technical Information of China (English)

    韩直; 易富君; 王小军; 陈晓利

    2013-01-01

    Based on analysizing the theory of limitation and deficiency of the current domestic and foreign highway tunnel lighting, the traffic volume time curves were divided into 4 points, that is, o, a, b, and c. At point o, the traffic volume was 0, c reached the maximum capacity, a and b were respectively critical points of crowded traffic and free stream flows. Then, the relationship of piecewise traffic behavior, driving speed, safety distance and the lighting brightness demand was analyzed. At last, a highway tunnel lighting brightness requirement determination method, considering the requirement of traffic flow composition and stopping sight distance, whose lighting designed parameter “stopping sight distance” integrating the traffic volume, vehicle speed and safety distance, was presented, which fitted the actual traffic situation. This highway tunnel lighting theory could not only ensure the driving safety, but also realize the energy-saving lighting.%在分析现行国内外公路隧道照明理论局限与不足的基础上,首先将交通量由小到大变化的曲线依次划分为o、a、b、c共4个点,o点交通量为0,c点达到最大通行能力,a点和b点分别为交通自由流和拥挤流的临界点;其次分析分段交通行为、行车速度、安全距离与照明亮度需求的关系;最后提出考虑了交通流构成并满足停车视距的公路隧道照明亮度需求确定方法,其照明设计参数停车视距,融合了交通量、行车速度、安全距离,更符合行车实际情况,既保障了行车安全,又实现了照明节能。

  9. Research on countermeasures of collector first-grade highway plane intersection traffic safety%集散一级公路平面交叉口交通安全对策研究

    Institute of Scientific and Technical Information of China (English)

    杨亦丁

    2011-01-01

    In engineering design perspective,plane this paper analyzed and researched domestic collector first-grade highway plane intersections safety problems exist,to address these issues and put forward countermeasures to improve highway plane intersection traffic safety,improve traffic capacity of road safety at level-crossings design methods to protect the distribution of traffic safety and smooth.%从工程设计的角度对国内集散一级公路平面交叉口存在的安全问题进行了分析研究,并针对这些问题提出了相应对策和改善公路平面交叉口交通安全、提高通行能力的公路平交路口安全设计方法,以保障集散一级公路交叉口的交通安全和畅通。

  10. 公路设计中需要考虑的交通安全因素分析%Analysis of Traffic Safety Factors Need to be Considered in Design of Highway

    Institute of Scientific and Technical Information of China (English)

    陈苏; 周杰

    2014-01-01

    本文从行车视距、平面线形、纵断面线形、平面交叉和平纵组合等五个方面,对公路设计中需要考虑的主要交通安全因素进行了分析研究,以期为提高公路设计质量、保障行车安全提供参考。%This paper, from five aspects of driving sight dista-nce, horizontal alignment, vertical alignment, plane intersect-tion and combination of cross and vertical, analyzed the main traffic safety factors need to be considered in the design of hi-ghway, in order to improve the quality of highway design, en-suring the driving safety and provide reference.

  11. Application of Real-Time Automated Traffic Incident Response Plan Management System: A Web Structure for the Regional Highway Network in China

    Directory of Open Access Journals (Sweden)

    Yongfeng Ma

    2014-01-01

    Full Text Available Traffic incidents, caused by various factors, may lead to heavy traffic delay and be harmful to traffic capacity of downstream sections. Traffic incident management (TIM systems have been developed widely to respond to traffic incidents intelligently and reduce the losses. Traffic incident response plans, as an important component of TIM, can effectively guide responders as to what and how to do in traffic incidents. In the paper, a real-time automated traffic incident response plan management system was developed, which could generate and manage traffic incident response plans timely and automatically. A web application structure and a physical structure were designed to implement and show these functions. A standard framework of data storage was also developed to save information about traffic incidents and generated response plans. Furthermore, a conformation survey and case-based reasoning (CBR were introduced to identify traffic incident and generate traffic incident response plans automatically, respectively. Twenty-three traffic crash-related incidents were selected and three indicators were used to measure the system performance. Results showed that 20 of 23 cases could be retrieved effectively and accurately. The system is practicable to generate traffic incident response plans and has been implemented in China.

  12. Research on Traffic Safety of Long and Steep Downgrade Sections in Mountainous Highways%山区高速公路长大下坡交通安全保障研究

    Institute of Scientific and Technical Information of China (English)

    况小根; 金加华; 廖碧海; 周睿

    2016-01-01

    The impact degree of road slope on traffic accidents is analyzed in this paper in order to know the impact of long and steep downgrade sections on traffic safety and decrease traffic accidents in these sections .The classification of long and steep downgrade sections with road slope and road length as control indexes is put forward based on the situation of traffic ac-cidents in our country .The statistic analysis for the long and steep downgrade sections of De -shang mountainous highway in construction is conducted and the traffic safety facilities for these sections are given .%为了解长大下坡对交通安全的影响,控制长大下坡路段交通安全事故发生,本文分析了道路下坡坡度对交通安全事故的影响程度;基于我国交通安全事故形势,建议了以道路坡度和路线长度为控制指标的长大下坡分级标准;分析统计了建设中的德上山区高速长大下坡数量,建议了德上高速长大下坡交通安全设施设置。

  13. Noise monitoring and modeling on four lanning of national highways corridor.

    Science.gov (United States)

    Devi, P Shiyamala; Rosaline, G Vimala

    2012-10-01

    Noise emitted from traffic contributes to about 55% of total noise pollution in India. This paper is an effort of a research conducted to quantify and analyze the traffic noise emissions along the Salem-Namakkal NH 7 corridor with an ultimate objective of setting up a traffic noise model based on the traffic noise conditions of Indian cities. Noise levels and other variables have been measured in 15 locations to develop a statistical regression model based on A-weighted equivalent noise level for Indian road conditions. The ambient noise levels recorded represent the higher noise levels prevailing along the NH 7 corridor. The Receptor Oriented Technique adopted proves to be helpful in characterizing the ambient noise levels along the study area. The newly developed road traffic noise model can be effectively used as a decision support tool for predicting equivalent noise levels in the cities of India. The present analysis also reveals that the magnitude of noise levels has an increasing trend due to the increased traffic flow and presents the attention needed for minimization. The mitigation measures and the future evaluations are discussed.

  14. 试论公路线形组合对交通安全的影响%On the Influence of Highway Linear Combination on Transportation Safety

    Institute of Scientific and Technical Information of China (English)

    刘锋

    2015-01-01

    In recent years, with the guidance of the national transportation industry policy, the traffic mileage of various regions is showing a high growth momentum, at the same time, people pay more attention to the highway traffic safety situation. At this present, the most important things of the highway traffic safety are improving the level of the highway traffic safety and reducing the accident rate. In the highway traffic system, the transportation safety is eminently influenced and restricted by the factors of the road, especially the linear combination of highway, it directly influences the highway traffic safety situation.%近年来,在国家交通运输产业政策的引导下,各地公路通车里程都呈现出较高的增长态势,与此同时公路交通的安全状况也逐步引起了人们更多的关注。当前,提高公路交通安全水平,降低事故率成为公路交通安全的首要问题。在公路交通系统中,交通安全受“路”因素的影响和制约较突出,尤其是公路的线形组合,直接影响着公路交通的安全状况。

  15. Traffic Emissions of Radical Precursors and Related Species as Observed and Modeled at an Urban Highway Junction in Houston/Texas

    Science.gov (United States)

    Rappenglück, Bernhard; Lubertino, Graciela

    2016-04-01

    Nitrous acid (HONO) and formaldehyde (HCHO) are important precursors for radicals and are believed to favor ozone formation significantly. Traffic emissions data for both compounds is scarce. Here we report results from continuous ambient air measurements of HONO, HCHO, carbon monoxide (CO), carbon dioxide (CO2), nitrogen oxides (NO/NO2/NOx), and peroxyacyl nitrates (PANs) taken at an Highway Junction in Houston/Texas from July 15 - October 15, 2009. The observational data was compared to emission estimates from currently available mobile emissions models (MOBILE6; MOVES). Observations indicated a molar CO versus NOx ratio of 6.01±0.15 (r2 = 0.91), which is in agreement with other field studies. Both, MOBILE6 and MOVES, overestimate this emission ratio by 92% and 24%, respectively. For HCHO/CO an overall slope of 3.14±0.14 g HCHO / kg CO was observed. While MOBILE6 largely underestimates this ratio by 77%, MOVES calculates somewhat higher HCHO/CO ratios (1.87) than MOBILE6, but is still significantly lower than the observed ratio. MOVES shows high HCHO/CO ratios during the early morning hours due to heavy duty diesel off-network emissions. The differences of the modeled CO/NOx and HCHO/CO ratios are largely due to higher NOx and HCHO emissions in MOVES (30% and 57%, respectively, increased from MOBILE6 for 2009), as CO emissions were about the same in both models. The observed HONO/NOx emission ratio is around 0.017±0.0009 kg HONO / kg NOx which is twice as high as in MOVES. The observed NO2/NOx emission ratio is around 0.16±0.01 kg NO2 / kg NOx, which is a bit more than 50% higher than in MOVES. MOVES overestimates the CO/CO2 emission ratio by a factor of 3 compared with the observations, which is 0.0033±0.0002 kg CO / kg CO2. This as well as CO/NOx overestimation is coming from light duty gasoline vehicles.

  16. Effective flow resistivity of highway pavements.

    Science.gov (United States)

    Rochat, Judith L; Read, David R

    2013-12-01

    In the case of highway traffic noise, propagating sound is influenced by the ground over which it travels, whether it is the pavement itself or the ground between the highway and nearby communities. Properly accounting for ground type in modeling can increase accuracy in noise impact determinations and noise abatement design. Pavement-specific effective flow resistivity values are being investigated for inclusion in the Federal Highway Administration Traffic Noise Model, which uses these values in the sound propagation algorithms and currently applies a single effective flow resistivity value to all pavement. Pavement-specific effective flow resistivity values were obtained by applying a modified version of the American National Standards Institute S1.18 standard. The data analysis process was tailored to allow for increased sensitivity and extraction of effective flow resistivity values for a broad range of pavements (sound absorptive to reflective). For porous pavements (sound absorptive), it was determined that examination of the measured data can reveal influence from an underlying structure. Use of such techniques can aid in the design of quieter pavements.

  17. 青藏公路沿线白昼交通运输等人类活动对藏羚羊迁徙的影响%Effects of traffic during daytime and other human activities on the migration of Tibetan Antelope along the Qinghai-Tibet high-way, Qinghai-Tibet Plateau

    Institute of Scientific and Technical Information of China (English)

    裘丽; 冯祚建

    2004-01-01

    To study effects of traffic during daytime and other human activities, we conducted surveys on the migration of Tibetan antelope Pantholops hodgsoni along the Qinghai-Tibet highway between Kunlun Mountain Pass to Wudaoliang,using line transects (LT) from June to September in 2001 and 2002, Data were collected for 64 days with 17 days in 2001, and 47days in 2002. The Stationary Observation Method (SOM) was also adopted for the investigation of status of the disturbance from traffic when antelopes passing the highway and the traffic situation from August 6 to 28 (6 : 30-19: 00), 4 to 20 (6: 00- 18: 00) and from December 21 to 29 (9:00- 19: 00) in 2002. The results showed that,the period of migration in 2002 was more prolonged than in 2001, and it took at least 45 min for each group to cross the highway, with success ratio of only 30.2 %, and the traffic flow of summer daytime was 76/h, while the winter's traffic flow was 29/h. Highway and rail traffic should be managed during daylight hours from June to August, to allow for the migration of the antelopes. Also conservation education and a further survey should be emphasized for the protection on the species [Acta Zoologica Sinica 50 (4) : 669-674, 2004].

  18. A Marine Traffic Flow Model

    Directory of Open Access Journals (Sweden)

    Tsz Leung Yip

    2013-03-01

    Full Text Available A model is developed for studying marine traffic flow through classical traffic flow theories, which can provide us with a better understanding of the phenomenon of traffic flow of ships. On one hand, marine traffic has its special features and is fundamentally different from highway, air and pedestrian traffic. The existing traffic models cannot be simply extended to marine traffic without addressing marine traffic features. On the other hand, existing literature on marine traffic focuses on one ship or two ships but does not address the issues in marine traffic flow.

  19. PLC和iFIX在公路隧道交通监控中的应用%Traffic Monitoring System of Highway Tunnel Based on PLC and iFIX

    Institute of Scientific and Technical Information of China (English)

    张雁翔

    2015-01-01

    Tunnel, as a special section of tunnel structure, has disadvantages of easy occurrence, high damaged, and difficult to handle. To ensure road unblocked and driving safety in the highway tunnel, reduce the number of traffic accidents and prevent second accident happening, traffic monitoring system should be necessary for the highway tunnel. Taking the monitoring system for LIUSHAOGOU tunnel in QINGHAI as an example, the system is formed by ABB AC500 PLC redundancy system OPC server, ifix built-in OPC client driver read the server data, combined with industrial Ethernet technology to achieve remote data acquisition of the highway tunnel. It is proved on the running spot that the designed system operates easy, maintains conveniently, stable and high rate of data transmission.%隧道作为路段的特殊构造物,具有易发生事故及事故危害程度大,难于处理的特点。为保障公路隧道内道路畅通和行车安全,减少交通事故的发生,防止造成二次事故,隧道需要设置交通控制系统。以青海柳梢沟隧道监控系统为例,系统通过组建ABB AC500 PLC冗余系统OPC服务器,由组态软件iFIX自带的OPC客户端驱动读取服务器数据,与工业以太网技术相结合来实现公路隧道的远程数据采集。实际运行表明,该系统操作简便、易于维护、通信稳定且数据传输速率高。

  20. Lawrence Livermore National Laboratory East Avenue/Emergency Response Planning Traffic Study

    Energy Technology Data Exchange (ETDEWEB)

    Schmiegel, T

    2002-02-15

    The Lawrence Livermore National Laboratory (LLNL) and the Sandia National Laboratory (SNL) are located at the eastern end of the City of Livermore. Recently the research facilities have been placed on heightened security alerts due to the events of September 11. To respond to the security concerns, LLNL and SNL have proposed to place East Avenue between South Vasco Road and Greenville Road under administrative control. This type of control would require security check points at both ends of this segment of East Avenue, including a truck inspection facility west of the Greenville Road intersection. In this configuration, East Avenue would be closed to general public traffic. The purpose of this traffic study is to determine the potential traffic impact of placing East Avenue under administrative control. The primary focus of the traffic study is to evaluate the proposed modifications to the geometry and operation of East Avenue between South Vasco Road and Greenville Road. The study also includes a review of a traffic study prepared for the closure of East Avenue in 1989 to determine if the assumptions and conclusions of that study remain valid.

  1. Field guide to the geology of the Denali National Park Road and the Parks Highway from Cantwell to Healy

    Science.gov (United States)

    Hults, Chad P.; Capps, Danny L.; Brease, Phil F.

    2013-01-01

    The Denali National Park & Preserve area provides one of the few opportunities in Alaska for road-side access to good rock outcrops. The rocks and surficial deposits exposed in the Denali area span from the Paleozoic to the Quaternary. It is a structurally complex area that contains a history of rifting, accretion, and orogeny. There is evidence of multiple metamorphic events in the Mesozoic, mountain building in the Tertiary, and faulting in the present day. The region is the site of active faulting along one of the largest intra-continental fault systems, the Denali Fault system, which was the locus of a 7.9 M earthquake in 2002. This guidebook describes the key outcrops viewable along the Denali Park Road from the entrance to the Eielson Visitor Center, and along the Parks Highway from Healy to Cantwell.

  2. Highway increases concentrations of toxic metals in giant panda habitat.

    Science.gov (United States)

    Zheng, Ying-Juan; Chen, Yi-Ping; Maltby, Lorraine; Jin, Xue-Lin

    2016-11-01

    The Qinling panda subspecies (Ailuropoda melanoleuca qinlingensis) is highly endangered with fewer than 350 individuals inhabiting the Qinling Mountains. Previous studies have indicated that giant pandas are exposed to heavy metals, and a possible source is vehicle emission. The concentrations of Cu, Zn, Mn, Pb, Cr, Ni, Cd, Hg, and As in soil samples collected from sites along a major highway bisecting the panda's habitat were analyzed to investigate whether the highway was an important source of metal contamination. There were 11 sites along a 30-km stretch of the 108th National Highway, and at each site, soil samples were taken at four distances from the highway (0, 50, 100, and 300 m) and at three soil depths (0, 5, 10 cm). Concentrations of all metals except As exceeded background levels, and concentrations of Cu, Zn, Mn, Pb, and Cd decreased significantly with increasing distance from the highway. Geo-accumulation index indicated that topsoil next to the highway was moderately contaminated with Pb and Zn, whereas topsoil up to 300 m away from the highway was extremely contaminated with Cd. The potential ecological risk index demonstrated that this area was in a high degree of ecological hazards, which were also due to serious Cd contamination. And, the hazard quotient indicated that Cd, Pb, and Mn especially Cd could pose the health risk to giant pandas. Multivariate analyses demonstrated that the highway was the main source of Cd, Pb, and Zn and also put some influence on Mn. The study has confirmed that traffic does contaminate roadside soils and poses a potential threat to the health of pandas. This should not be ignored when the conservation and management of pandas is considered.

  3. Cost-Effective Pavement Performance Management of Indiana's Enhanced National Highway System through Strategic Modification of the Pavement Rehabilitation Treatment Trigger Values

    OpenAIRE

    Noureldin, Menna; Fricker, Jon D.; Sinha, Kumares C.

    2015-01-01

    Cost-Effective Pavement Performance Management of Indiana's Enhanced National Highway System through Strategic Modification of the Pavement Rehabilitation Treatment Trigger Values Presented during Session 3: Policy and Funding, moderated by Magdy Mikhail, at the 9th International Conference on Managing Pavement Assets (ICMPA9) in Alexandria, VA. Includes conference paper and PowerPoint slides.

  4. 重载交通公路桥梁设计中关于车辆载荷的分析%Heavy Traffic Highway Bridge Design Analysis of Vehicle Load

    Institute of Scientific and Technical Information of China (English)

    刘星亮

    2014-01-01

    在设计公路桥梁时,最重要的参考依据是车辆的载荷,它与公路桥梁的具体承载能力和经济价值有直接关系。基于此,在设计重载交通公路桥梁的过程中,分析了其与车辆载荷相关的内容。%In the design of roads and bridges, the most important reference is the load of the vehicle, which has a direct relationship with the specific carrying capacity and economic value of highway bridges. Based on this, the process of designing heavy traffic roads and bridges, the analysis of its relevant content and vehicle load.

  5. 浅谈山区公路行车与交通安全%On Mountainous Area Highway Driving and Traffic Safety

    Institute of Scientific and Technical Information of China (English)

    汪长才

    2012-01-01

    Mountain highways are usually in high mountains and lofty hills,they are at the root of mountains on the cliff,nar-row bend urgently and undulating surface.it's hard to drive and requires the drivers to have great driving skills,and also good mental quality.This paper discusses about the driving safety in mountain highways.%通常山区公路大多在崇山峻岭之中,依山傍崖、路窄弯急,地势起伏不平,驾驶难度极高,这就要求驾驶员不仅要有娴熟的驾驶技术,还要有良好的心理素质。文章对山区公路上的行车安全进行了简要探讨。

  6. 77 FR 37093 - Amendments to Highway Safety Program Guidelines

    Science.gov (United States)

    2012-06-20

    ..., Guideline No. 6 Codes and Laws, Guideline No. 16 Management of Highway Incidents (formerly Debris Hazard... activities statewide. Highway Safety Program Guideline No. 16 Management of Highway Incidents (Formerly... program should provide at a minimum that: A. Traffic Incident Management programs are effective and...

  7. Research on the Association Network of Urban Agglomeration Based on Highway Traffic Flow---Taking Beij ing-Tianj in-Hebei Urban Agglomeration as an Example%基于公路交通流的城市群关联网络研究--以京津冀城市群为例

    Institute of Scientific and Technical Information of China (English)

    傅毅明; 赵彦云

    2016-01-01

    This study constructed an analysis method of urban agglomeration association network based on large data of highway traffic flow,applied it to analyze Beijing-Tianjin-Hebei urban agglomeration, and provided policy recommendations for the coordinated development of Beijing-Tianjin-Hebei areas. By empirical analysis,based on Hebei Province highway toll data,the paper established an OD matrix in middle and south of Hebei urban agglomeration,and by combining with the urban GDP,population and geographical location and other factors,the paper did the statistical analysis on the city level and charges station level of traffic flow distribution to reveal the traffic flow characteristics in middle and south of Hebei urban agglomeration and Beijing-Tianjin and the surrounding areas;further,by using the gravity model to simulate the traffic flow of urban agglomeration,the application of the large data of traffic flow in the urban agglomeration association network is deepened.The results showed that the distribution of traffic flow in Mid-southern Hebei region is differentiation between internal travel which is near and external travel which is border crossing.The association network of Mid-southern Hebei re-gion is weak,the degree of integration is root high,the influence range of shij iazhuang is limited,and the core and connection of the network should be strengthened.Finally,the suggestions on accelerating the construction of Beijing-Tianjin-Hebei traffic big data platform were given for exploring the big data open sharing and economic operation monitoring and early warning and other national big data strate-gies.%构建了基于公路交通流大数据的城市群关联网络分析方法,并应用于京津冀城市群分析,为京津冀协同发展提供政策建议。实证分析上,基于河北地区公路收费数据建立了冀中南城市群 OD矩阵,并结合城市 GDP、人口和地理位置等因素,对城市层面和收费站层面的交通流分布进

  8. Analysis of Ecological Barrier' s Reduction of the Highway' s Traffic Noise%生态屏障对干线公路两侧声环境降噪效果的探析

    Institute of Scientific and Technical Information of China (English)

    张玮晨

    2011-01-01

    The classic thin barrier is appropriate for the crowded city roads but not better for the suburb open-highway. Because the houses along the highway are diversified, and the government demanded to setup 10~20m areas along the road to build up some greenbelts, it is important for highway's noise production by increasing the barrier thickness and making the suitable form combine barrier with greenbelts. On the base of the single-double diffraction for noise barrier theory in the GBT17247.2-1998 'Acoustics-attenuation of sound during propagation outdoors- Part 2 : General method of calculation', and the ecological gradient-green's real-time test, the ecological barrier has been developed at the aims of highway's traffic noise reduction. The optimal-combination of the barrier's height-width has been developed by the Cadna/A Software. The design of the ecological noise barrier is contributed not only to improve the sound quality of the environment of the area's along the highway, but also to make the landscape around the highway more beauty. When the land value along the highway is increased, the benefits between the environment and the economy will be balanced better.%传统薄体声屏障适用于人口密集的城市中心道路的降噪,但在市郊公路沿线,2~3层农舍分布零散,且根据本市规划要求,市郊公路沿线需设置10~20m的隔离绿化带,因此对于市郊公路可重点考虑增加屏障厚度并结合绿化带进一步增加绿带降噪效果,改善沿线声环境质量.运用GBT 17247.2-1998《声学户外声传播的衰减》对声屏障单双绕射的理论进行研究,并通过对生态坡度绿化的实测分析的基础上,提出在开放式干线公路两侧结合坡度绿化设置生态屏障降低交通噪声的建议,并运用CadnaA软件对不同屏障宽度、高度参数进行优化组合模拟.生态屏障的设想不仅利于改善开放式干线道路两侧的声环境质量,还有助于增强道路两侧绿化景观

  9. Flexible Retaining Barriers for Prevention of Avalanches on National Highway NH-1A

    Directory of Open Access Journals (Sweden)

    Vinay Chaudhary

    2002-04-01

    Full Text Available "An avalanche hazard Call be reduced by active and passive methods. In an active method, which is a very effective, avalanche control structures are used to mitigate the avalanche danger. These structures can be installed in any of the three zones of an avalanche, viz., formation zone, middle zone and run-out zone. In the formation zone, avalanche can be controlled by supporting structures/retaining barriers, which are installed in the formation zone with a view to prevent formation of an avalanche. Their placement in the formation zone with proper arrangement and layout helps in preventing fracture in the snow mass. The basic concept lies in converting the shear and tensile stresses in snow into compressive stresses which can be conveniently sustained by the snowcover. Such supporting structures/retaining barriers can be categorised into rigid and flexible types of structures. Snow rakes and snow bridges are categorised as rigid structures, whereas wire rope nets are categorised as flexible structures. The Snow & Avalanche Study Establishment, Chandigarh, had developed snow nets in 1988-89, which were installed at D-10 avalanche site on north portal of Jawahar tunnel, Jammu-Srinagar Highway (NH-1A. These nets were designed considering the snow forces acting in the direction parallel to the slope only. Hence, the movement of the swivel post was restricted in one direction only. However, detailed scientific studies carried out for retaining barriers over the last seven year's have revealed that two types of failures occur in these nets. First, a major failure was noticed in hinge joint of swivel post, and second, a failure was noticed in the foundation of the uphill anchor. To overcome these failures, the swivel post joint has been redesigned as articulated ball and socket joint to cater for omni directional movement to the swivel post, and the uphill anchor foundation has been strengthened by providing the reinforcement. This paper deals with

  10. 76 FR 46213 - National Standards for Traffic Control Devices; the Manual on Uniform Traffic Control Devices for...

    Science.gov (United States)

    2011-08-02

    ... purposes of the PRA. Executive Order 12988 (Civil Justice Reform) This action meets applicable standards in sections 3(a) and 3(b)(2) of Executive Order 12988, Civil Justice Reform, to minimize litigation, eliminate... regulations. Issued on: July 27, 2011. Victor M. Mendez, Federal Highway Administrator. In consideration...

  11. Stories About Highways in Tibet (Ⅲ)

    Institute of Scientific and Technical Information of China (English)

    BENGYI

    2005-01-01

    After the Xikang-Tibet Highway and the Qinghai-Tibet Highway were opened to traffic, other highways were constructed including the Xinjiang-Tibet Highway extending from Yecheng in Xinjiang to Ngari in Tibet, the Lhasa-Yadong Highway, the Lhasa-Zetang Highway, the Xigaze-Tingri Highway and the Heihe-Qamdo Highway. Sand and stone may only have covered these roads,but they were an embryonic form of modem transportation in Tibet and served as a solid foundation for development of modem highways. Until 1959, before the Democratic Reform in Tibet, the overall length of highways totaled 5,648 kilometers, creating a primary Tibetan road network with Lhasa as the center.

  12. Towards the development of a scientifically accountable, comprehensive and integrated national road traffic safety databank in South Africa

    CSIR Research Space (South Africa)

    Mynhardt, DC

    2014-07-01

    Full Text Available Transport Conference, CSIR Convention Centre, Pretoria, 7-10 July 2014 Towards the development of a scientifically accountable, comprehensive and integrated national road traffic safety databank in South Africa D. C. MYNHARDT Council for Scientific...

  13. Statistical Approaches to Interpretation of Local, Regional, and National Highway-Runoff and Urban-Stormwater Data

    Science.gov (United States)

    Tasker, Gary D.; Granato, Gregory E.

    2000-01-01

    Decision makers need viable methods for the interpretation of local, regional, and national-highway runoff and urban-stormwater data including flows, concentrations and loads of chemical constituents and sediment, potential effects on receiving waters, and the potential effectiveness of various best management practices (BMPs). Valid (useful for intended purposes), current, and technically defensible stormwater-runoff models are needed to interpret data collected in field studies, to support existing highway and urban-runoffplanning processes, to meet National Pollutant Discharge Elimination System (NPDES) requirements, and to provide methods for computation of Total Maximum Daily Loads (TMDLs) systematically and economically. Historically, conceptual, simulation, empirical, and statistical models of varying levels of detail, complexity, and uncertainty have been used to meet various data-quality objectives in the decision-making processes necessary for the planning, design, construction, and maintenance of highways and for other land-use applications. Water-quality simulation models attempt a detailed representation of the physical processes and mechanisms at a given site. Empirical and statistical regional water-quality assessment models provide a more general picture of water quality or changes in water quality over a region. All these modeling techniques share one common aspect-their predictive ability is poor without suitable site-specific data for calibration. To properly apply the correct model, one must understand the classification of variables, the unique characteristics of water-resources data, and the concept of population structure and analysis. Classifying variables being used to analyze data may determine which statistical methods are appropriate for data analysis. An understanding of the characteristics of water-resources data is necessary to evaluate the applicability of different statistical methods, to interpret the results of these techniques

  14. 中控交通综合管理信息系统在高速公路运营管理中的应用%Application of Supcon's Traffic Integrated Manage Systems in Highway Information Manage Systems

    Institute of Scientific and Technical Information of China (English)

    陈井伟; 赵晓军; 彭智佼

    2011-01-01

    中控交通综合管理信息系统以HIMS为依托,能完成对各种设备,交通事故统计等进行管理,生成对应的报表,系统基于.NET Framework环境,C#语言开发,采用分层架构设计,加入ASP.NET 2.0、Sql Server 2000、AJAX、NHibernate等技术,最终给用户提供简单易懂的管理界面,可以满足高速公路日常运营的无纸化办公管理.%Supcon s traffic integrated manage system, which is based on HIMS, can make reports of all equipment and traffic accident.The system is develped with C# language in.NET Framework envi ronment, adopt hierarchic arrangement designing, added technology like as ASP.NET 2.0,Sql Server 2000、AJAX,NHibernate and so on.The system provide simply and understandability management interface for users to achieve paperless office in the day to day operating management of highway.

  15. Moose, caribou, and grizzly bear distribution in relation to road traffic in Denali National Park, Alaska

    Science.gov (United States)

    Yost, A.C.; Wright, R.G.

    2001-01-01

    Park managers are concerned that moose (Alces alces), caribou (Rangifer tarandus), and grizzly bears (Ursus arctos) may be avoiding areas along the 130 km road through Denali National Park as a result of high traffic volume, thus decreasing opportunities for visitors to view wildlife. A wildlife monitoring system was developed in 1996 that used 19 landscape level viewsheds, stratified into four sections based on decreasing traffic along the road corridor. Data were collected from 22 samplings of all viewsheds during May-August in 1996 and 1997. In 1997, nine backcountry viewsheds were established in three different areas to determine whether density estimates for each species in the backcountry were higher than those for the same animals in similar road-corridor areas. Densities higher than those in the road corridor were found in one backcountry area for moose and in two backcountry areas for grizzly bears. None of the backcountry areas showed a higher density of caribou. We tested hypotheses that moose, caribou, and grizzly bear distributions were unrelated to the road and traffic. Moose sightings were lower than expected within 300 m of the road. More caribou and grizzly bears than expected occurred between 601 and 900 m from the road, while more moose and fewer caribou than expected occurred between 900 and 1200 m from the road. Bull moose in stratum 1 were distributed farther from the road than bulls and cows in stratum 4; cows in stratum 1 and bulls in stratum 2 were distributed farther from the road than cows in stratum 4. Grizzly bears in stratum 2 were distributed farther from the road than bears in stratum 3. The distribution of moose sightings suggests traffic avoidance, but the spatial pattern of preferred forage may have had more of an influence. Caribou and grizzly bear distributions indicated no pattern of traffic avoidance.

  16. 76 FR 54156 - National Standards for Traffic Control Devices; the Manual on Uniform Traffic Control Devices for...

    Science.gov (United States)

    2011-08-31

    ... contain collection information requirements for purposes of the PRA. Executive Order 12988 (Civil Justice..., Civil Justice Reform, to minimize litigation, eliminate ambiguity, and reduce burden. Executive Order... roads, Incorporation by reference, Signs, Traffic regulations. Issued on: August 23, 2011. Victor...

  17. Highway Capacity Loss Induced by Rainfall

    Directory of Open Access Journals (Sweden)

    Hashim Mohammed Alhassan

    2011-01-01

    Full Text Available The effect of rainfall on capacity reduction on highways has been investigated. Traffic data was generated for both wet and dry conditions. The data analysis showed that the highway section studied was operating in free flow region. A 2.7% capacity loss was obtained for the road. It is argued that no traffic instability could arise from this situation if the state of traffic remains in the free flow regime. However, in the event of the coincidence of fixed bottlenecks and rainfall, instabilities arising from that could lead to further capacity loss.

  18. Construction Traffic Organizational of Yingwen Highway “7.10”Damage Treatment by Changing Road to Bridge%映汶高速“7.10”灾损处治路改桥施工交通组织

    Institute of Scientific and Technical Information of China (English)

    李强

    2015-01-01

    Firstly summarized and analyzed traffic organization modes and construction types and its implementation steps ,the advantages and disadvantages and the use scopes ;Secondly the design method of highway traffic organization are discussed ;Finally based on Yingwen highway damage treatment of road to bridge engineering ,highway in hit Burma road to bridge construction organization and the traffic organization design and implementation ;Results showed its good economic and social benefits ,and meantime it provided a theoretical basis and engineering for landslide damage treatment of highway rebuilding and reinforcement repair .%汇总、分析各种交通组织方式和施工作业类型及其实施步骤,阐述其优缺点和使用范围;对高速公路交通组织设计方法进行论述;最后依托映汶高速灾损处治路改桥工程,对映汶高速公路路改桥施工组织和交通组织进行设计与实施。结果表明其经济和社会效益良好,为泥石流灾损处治高速公路改建和加固修复提供理论及工程依据。

  19. Simulation of traffic capacity at highway serial toll station%高速公路串行收费站通行能力仿真研究

    Institute of Scientific and Technical Information of China (English)

    谌海军; 吴伟; 杜荣华

    2012-01-01

    针对基于车流到达服从标准泊松分布的并行收费站排队服务模型在交通流的时空复杂性、成本、可靠性等方面存在的不足,提出基于元胞自动机建模与仿真的串行收费站布设方式的通行能力、延误及布设个数的分析方法.研究结论表明:串行收费站的通行能力随布设个数的增加而增大,但增大幅度缓慢降低;串行收费站的车均延误以80%通行能力的流量水平为分界点,随着流量继续增大,车均延误急剧上升.给出了不同的流量水平所对应的串行收费站最佳布设个数.%The line up service model at parallel toll station, based on the traffic arrival subject to the standard Pois-son distribution, has some shortages in time and space complexity, cost, reliability and other aspects. Concerning these shortcomings, this paper presents an analytical method to review the traffic capacity, delay and setting number of serial toll station which is set based on cellular automata modeling and simulation. The study results show that the traffic capacity of serial toll station is increased with its setting number but the increment is becoming slower; the critical point of average traffic delay of serial toll station is at the level of eighty percent of traffic capacity, and average traffic delay will increase sharply over this point. This paper gives the best setting number of serial toll station at different flow levels.

  20. 道路因素对典型较严重道路交通事故严重性的影响分析%An Analysis on the Impact of Highway Factors on Severity of Typical Traffic Crashes

    Institute of Scientific and Technical Information of China (English)

    王长君; 王励旸; 李瑞敏

    2016-01-01

    基于道路交通事故数据探究事故影响因素对于认识事故的影响因素、提高交通安全水平具有重要意义。利用近年来国内典型较严重道路交通事故数据,应用泊松模型和负二项模型,以区分事故形态的方式建立追尾事故、侧碰事故及撞行人事故的事故死亡率的道路影响因素分析模型。这些模型以三类事故中涉及人员的死亡数为因变量,以一系列道路因素为自变量,将事故涉及人数作为偏移变量。模型的具体形式以过离散系数及赤池信息量准则(AIC)为依据进行选择。结果显示,追尾事故的死亡率与道路等级、路侧防护设施显著相关;侧碰事故则与天气、路表情况、路口路段位置、坡度以及道路结构有关;撞行人事故与路表情况、道路等级、车道数、平曲线半径有关。本文拓展了事故严重性研究的深度,其研究成果对于更好地利用重特大事故的深入调查数据有现实意义,也可为事故分析及道路设计等提供借鉴。%With the purpose to improve the road traffic safety,it is important to investigate the factors which have impacts on the severity of traffic crashes.Based on the data of traffic crashes in recently years which include serious colli-sions,the types of crashes are distinguished using Poisson Model and Negative-binomial Model.These models are also used for establishing an estimation model of fatality rate for three typical crash types:rear-end crashes,lateral impact crashes and pedestrian-involved crashes.In this model,the fatality is a dependent variable and highway factors are inde-pendent variables,the numbers of persons involved in each crash is a modified variable.The parameters of this model are determined by the over-dispersion parameter and Akaike Information Criterion (AIC)method.The results indicate that the grade of highway and roadside protective facilities significantly correlate with the

  1. Aircraft and road traffic noise and children's cognition and health: a cross-national study.

    Science.gov (United States)

    Stansfeld, S A; Berglund, B; Clark, C; Lopez-Barrio, I; Fischer, P; Ohrström, E; Haines, M M; Head, J; Hygge, S; van Kamp, I; Berry, B F

    Exposure to environmental stressors can impair children's health and their cognitive development. The effects of air pollution, lead, and chemicals have been studied, but there has been less emphasis on the effects of noise. Our aim, therefore, was to assess the effect of exposure to aircraft and road traffic noise on cognitive performance and health in children. We did a cross-national, cross-sectional study in which we assessed 2844 of 3207 children aged 9-10 years who were attending 89 schools of 77 approached in the Netherlands, 27 in Spain, and 30 in the UK located in local authority areas around three major airports. We selected children by extent of exposure to external aircraft and road traffic noise at school as predicted from noise contour maps, modelling, and on-site measurements, and matched schools within countries for socioeconomic status. We measured cognitive and health outcomes with standardised tests and questionnaires administered in the classroom. We also used a questionnaire to obtain information from parents about socioeconomic status, their education, and ethnic origin. We identified linear exposure-effect associations between exposure to chronic aircraft noise and impairment of reading comprehension (p=0.0097) and recognition memory (p=0.0141), and a non-linear association with annoyance (p<0.0001) maintained after adjustment for mother's education, socioeconomic status, longstanding illness, and extent of classroom insulation against noise. Exposure to road traffic noise was linearly associated with increases in episodic memory (conceptual recall: p=0.0066; information recall: p=0.0489), but also with annoyance (p=0.0047). Neither aircraft noise nor traffic noise affected sustained attention, self-reported health, or overall mental health. Our findings indicate that a chronic environmental stressor-aircraft noise-could impair cognitive development in children, specifically reading comprehension. Schools exposed to high levels of aircraft

  2. Google Earth Visualizations of the Marine Automatic Identification System (AIS): Monitoring Ship Traffic in National Marine Sanctuaries

    Science.gov (United States)

    Schwehr, K.; Hatch, L.; Thompson, M.; Wiley, D.

    2007-12-01

    The Automatic Identification System (AIS) is a new technology that provides ship position reports with location, time, and identity information without human intervention from ships carrying the transponders to any receiver listening to the broadcasts. In collaboration with the USCG's Research and Development Center, NOAA's Stellwagen Bank National Marine Sanctuary (SBNMS) has installed 3 AIS receivers around Massachusetts Bay to monitor ship traffic transiting the sanctuary and surrounding waters. The SBNMS and the USCG also worked together propose the shifting the shipping lanes (termed the traffic separation scheme; TSS) that transit the sanctuary slightly to the north to reduce the probability of ship strikes of whales that frequent the sanctuary. Following approval by the United Nation's International Maritime Organization, AIS provided a means for NOAA to assess changes in the distribution of shipping traffic caused by formal change in the TSS effective July 1, 2007. However, there was no easy way to visualize this type of time series data. We have created a software package called noaadata-py to process the AIS ship reports and produce KML files for viewing in Google Earth. Ship tracks can be shown changing over time to allow the viewer to feel the motion of traffic through the sanctuary. The ship tracks can also be gridded to create ship traffic density reports for specified periods of time. The density is displayed as map draped on the sea surface or as vertical histogram columns. Additional visualizations such as bathymetry images, S57 nautical charts, and USCG Marine Information for Safety and Law Enforcement (MISLE) can be combined with the ship traffic visualizations to give a more complete picture of the maritime environment. AIS traffic analyses have the potential to give managers throughout NOAA's National Marine Sanctuaries an improved ability to assess the impacts of ship traffic on the marine resources they seek to protect. Viewing ship traffic

  3. Effects of Rural Highway Traffic on Physiological Characteristics of O. sativa L.%农村公路交通对水稻生理特性的影响

    Institute of Scientific and Technical Information of China (English)

    李方园; 李巧云; 关欣

    2011-01-01

    [ Objective ] The research aimed to study the effects of rural highway traffic on physiological characteristics of O. sativa L..[ Method] Through the potted experiment of different distance to road, net photosynthetic rate (Pn), stoma-opening degree( Gs), intercellular CO2 concentration (Ci), transpiration rate (Tr), cytoplasmic membrane permeability, free proline content and soluble sugar content in O. sativa L. leaves were studied. [ Result] The results showed that the rural highway traffic had different effects on the potted O. sativa L. of distance to road shoulder 10, 50 m, but had less effects on the potted O. sativa L. of distance to road shoulder 150 m. The net photosynthetic rate, transpiration rate, stoma-opening degree and soluble sugar content in O. sativa L. of different distance to road shoulder was 150 m > 10 m >50 m, cytoplasmic membrane permeability was 50 m > 10 m > 50 m, and intercellular CO2 concentration and free proline content decreased with increasing distance. [ Conclusion ] The study can provide the scientific basis for improving the yield and quality of O. sativa L.and planning the crop production area.%[目的]研究农村公路交通对水稻(Oryza sativa L.)生理特性的影响.[方法]通过在公路边不同距离进行盆栽试验,测定水稻叶片的净光合速率(Pn)、气孔导度(Gs)、胞间CO2浓度(Ci)、蒸腾速率(Ti)、叶片细胞质膜透性、游离脯氨酸和可溶性糖含量.[结果]农村公路交通对至路肩距离为10、50 m处水稻都有不同程度的影响,但至路肩距离150 m处污染相对较少.至路肩不同距离水稻的Pn、Gs、Tr和可溶性糖含量为150 m>10m>50 m,叶片细胞质膜透性为50 m>10m>150 m,而Ci和游离脯氨酸含量随距离增大而变小.[结论]该研究可为提高水稻产量和品质及制定农作物生产区规划提供科学依据.

  4. 公路设计中应注意的问题及对策%Analysis of Problems and Countermeasures in Highway Design

    Institute of Scientific and Technical Information of China (English)

    李景超

    2014-01-01

    在公路运行过程中,在多种因素影响下出现路面损坏等质量问题,这些问题的产生与公路设计存在着重要联系。结合西宁某一级公路工程设计实例,对公路设计中应注意的问题进行研究,并提出相应的解决对策。%Highway is the main form of modern transportation.The traffic quality of highways directly in-fluences regional transportation conditions and economic development,which also plays a significant part in na-tional economy development.During the operation of highways,there are several quality problems like fretting caused by various factors,which have a vital relationship with the highway design.Combined with a certain first-class highway design case in Xining,the paper makes a study on problems of highway design and comes up with countermeasures.Practice has proven that enhancing quality control of highway design plays a vital part in improving highway design levels,ensuring highway construction quality and realizing comprehensive benefits.

  5. Unravelling hieroglyphs : Urban traffic signs and the League of Nations

    Directory of Open Access Journals (Sweden)

    Frank Schipper

    2009-11-01

    Full Text Available Cet article porte sur les enjeux de signalisation routière pendant l'entre-deux-guerres. Il esquisse d'abord la relation souvent difficile entre l'automobile et la ville d'une part et la société en général. Il revient sur le rôle de la signalisation routière dont la mise en place a contribué à encadrer ces rapports. À la veille de la Première Guerre Mondiale, des milliers de panneaux décorent déjà les routes européennes. Depuis la guerre, la nouvelle Société des Nations réussit à s'accaparer les discussions sur la signalisation routière au début des années 1920, puis commence ses travaux sur la signalisation routière spécifiquement urbaine à partir de 1926. La Conférence Européenne sur le Trafic Routier en 1931 est le sommet de ce mouvement. Le système n'a pas changé fondamentalement depuis. A l'inverse des propositions des représentants urbains, la SdN n’est cependant pas devenue le coordinateur central des problèmes de signalisation routière. L’article conclut par nuancer la qualification des panneaux routiers comme des hiéroglyphes par le journaliste français Baudry de Saunier en 1931.This article discusses road traffic signs in the Interwar years. The article first sketches the often difficult relationship between the car and the city and society at large. It proposes road signs were introduced in part to mitigate this antagonistic relation. On the eve of the First World War thousands of signs already adorned European roads. After the war the new League of Nations managed to seize discussions on road signs in the early 1920s, and started to work on specifically urban road signs from 1926 onwards. The European Conference on Road Traffic in 1931 formed the apex of this development. The system has not fundamentally changed since. Contrary to the proposal of urban representatives, the League did not, however, become the supreme arbiter of traffic signs. The article concludes by nuancing a 1931

  6. The Application of Sloar LED Road Traffic Signs to Trunk Highway Reconstruction%太阳能LED道路交通标志在干线公路改建中的应用

    Institute of Scientific and Technical Information of China (English)

    张建中

    2011-01-01

    Combined with the construction practice, the paper discussed the application of solar LED road traffic signs to trunk highway reconstruction.%太阳能LED道路交通标志是在传统道路交通反光标志的基础上增加LED光电系统,通过专门的光敏控制电路白天自动关闭、夜间自动开启,实现LED发光体的闪烁发光。提高道路交通标志的可视距离,在夜间的警示效果更显著,从而更醒目地起到道路交通指引作用,可广泛适用于高等级公路和城乡道路。结合太阳能LED道路交通标志在国道208线城上至阳明堡二级公路改建工程中的使用,对太阳能LED道路交通标志在干线公路中的推广应用进行了探讨。

  7. Temporary Losses of Highway Capacity and Impacts on Performance

    Energy Technology Data Exchange (ETDEWEB)

    Chin, S.M.

    2002-07-31

    Traffic congestion and its impacts significantly affect the nation's economic performance and the public's quality of life. In most urban areas, travel demand routinely exceeds highway capacity during peak periods. In addition, events such as crashes, vehicle breakdowns, work zones, adverse weather, and suboptimal signal timing cause temporary capacity losses, often worsening the conditions on already congested highway networks. The impacts of these temporary capacity losses include delay, reduced mobility, and reduced reliability of the highway system. They can also cause drivers to re-route or reschedule trips. Prior to this study, no nationwide estimates of temporary losses of highway capacity had been made by type of capacity-reducing event. Such information is vital to formulating sound public policies for the highway infrastructure and its operation. This study is an initial attempt to provide nationwide estimates of the capacity losses and delay caused by temporary capacity-reducing events. The objective of this study was to develop and implement methods for producing national-level estimates of the loss of capacity on the nation's highway facilities due to temporary phenomena as well as estimates of the impacts of such losses. The estimates produced by this study roughly indicate the magnitude of problems that are likely be addressed by the Congress during the next re-authorization of the Surface Transportation Programs. The scope of the study includes all urban and rural freeways and principal arterials in the nation's highway system for 1999. Specifically, this study attempts to quantify the extent of temporary capacity losses due to crashes, breakdowns, work zones, weather, and sub-optimal signal timing. These events can cause impacts such as capacity reduction, delays, trip rescheduling, rerouting, reduced mobility, and reduced reliability. This study focuses on the reduction of capacity and resulting delays caused by the temporary

  8. Stories About Highways in Tibet (Ⅳ)

    Institute of Scientific and Technical Information of China (English)

    BENGYI

    2005-01-01

    Tibet's First International Highway The China-Nepal Highway is Tibet's only international highway. It extends 1,036 krn from Lhasa to Kathmandu, capital of Nepal. The Tibetan section extends 827 km. Construction of the highway lasted 10 years. Between March 1951 and October 20, 1955, the Lhasa-Xigaze Highway was constructed, bringing to an end a history of the Xigaze region possessing no proper roads. In 1955 the 90-km Xigaze-Gyangze section was constructed, being opened to traffic in October 1955. In 1956, the Lhasa-Yadong Highway was constructed, extending 547 km. In 1958, the Xigaze-Tingri Highway was completed, followed in 1960 by the Lhasa-Burang Highway.

  9. Traffic Control Plan : DeSoto National Wildlife Refuge, DeSoto Visitor Center

    Data.gov (United States)

    US Fish and Wildlife Service, Department of the Interior — This Traffic Control Plan for DeSoto NWR outlines objectives for solving the traffic problems on the Refuge by implementing a patrol schedule, restricting visitor...

  10. Traffic flow modeling: a Genealogy

    NARCIS (Netherlands)

    Van Wageningen-Kessels, F.L.M.; Hoogendoorn, S.P.; Vuik, C.; Van Lint, J.W.C.

    2014-01-01

    80 years ago, Bruce Greenshields presented the first traffic flow model at the Annual Meeting of the Highway Research Board. Since then, many models and simulation tools have been developed. We show a model tree with four families of traffic flow models, all descending from Greenshields' model. The

  11. Modeling of highway access weight: Effects on speed and lateral variation

    Directory of Open Access Journals (Sweden)

    Weijie Lu

    2015-11-01

    Full Text Available Highway access points are places where motor vehicles turn off the roadway onto arterial roads. Numerous conflict points exist at highway access points as a result of access and through traffic. Higher speeds and lateral offset variation cause greater risk of potential crashes. This research aimed to formulate a new method of access weight calculation that would show the speed and lateral offset variation characteristics of various access types under the same traffic conditions. Seven access types commonly found on highways in China were considered and analyzed for their safety performance. Data for a vehicle’s lateral offset, speed, acceleration, and deceleration rate were collected by means of a driving simulation method. Both field tests and simulation tests were compared to validate the accuracy of the simulation results from the viewpoint of vehicle speed and trajectory. Finally, access density, derived from the proposed access weighting model, was analyzed and correlated with crash rates on National Highway G205 (South Nanjing section. Spearman correlation results showed that the access rated crash rates have a high correlation. The proposed access weight calculation method shows promise for its application in safety evaluation, access design, and reconstruction.

  12. 78 FR 49332 - National Emergency Medical Services Advisory Council (NEMSAC); Notice of Federal Advisory...

    Science.gov (United States)

    2013-08-13

    ... National Highway Traffic Safety Administration National Emergency Medical Services Advisory Council (NEMSAC... nationally recognized council of emergency medical services representatives and consumers, is to advise and... Transportation, Office of Emergency Medical Services, 1200 New Jersey Avenue SE., NTI-140, Washington, DC...

  13. Synchronized flow in oversaturated city traffic.

    Science.gov (United States)

    Kerner, Boris S; Klenov, Sergey L; Hermanns, Gerhard; Hemmerle, Peter; Rehborn, Hubert; Schreckenberg, Michael

    2013-11-01

    Based on numerical simulations with a stochastic three-phase traffic flow model, we reveal that moving queues (moving jams) in oversaturated city traffic dissolve at some distance upstream of the traffic signal while transforming into synchronized flow. It is found that, as in highway traffic [Kerner, Phys. Rev. E 85, 036110 (2012)], such a jam-absorption effect in city traffic is explained by a strong driver's speed adaptation: Time headways (space gaps) between vehicles increase upstream of a moving queue (moving jam), resulting in moving queue dissolution. It turns out that at given traffic signal parameters, the stronger the speed adaptation effect, the shorter the mean distance between the signal location and the road location at which moving queues dissolve fully and oversaturated traffic consists of synchronized flow only. A comparison of the synchronized flow in city traffic found in this Brief Report with synchronized flow in highway traffic is made.

  14. Intelligent geocoding system to locate traffic crashes.

    Science.gov (United States)

    Qin, Xiao; Parker, Steven; Liu, Yi; Graettinger, Andrew J; Forde, Susie

    2013-01-01

    State agencies continue to face many challenges associated with new federal crash safety and highway performance monitoring requirements that use data from multiple and disparate systems across different platforms and locations. On a national level, the federal government has a long-term vision for State Departments of Transportation (DOTs) to report state route and off-state route crash data in a single network. In general, crashes occurring on state-owned or state maintained highways are a priority at the Federal and State level; therefore, state-route crashes are being geocoded by state DOTs. On the other hand, crashes occurring on off-state highway system do not always get geocoded due to limited resources and techniques. Creating and maintaining a statewide crash geographic information systems (GIS) map with state route and non-state route crashes is a complicated and expensive task. This study introduces an automatic crash mapping process, Crash-Mapping Automation Tool (C-MAT), where an algorithm translates location information from a police report crash record to a geospatial map and creates a pinpoint map for all crashes. The algorithm has approximate 83 percent mapping rate. An important application of this work is the ability to associate the mapped crash records to underlying business data, such as roadway inventory and traffic volumes. The integrated crash map is the foundation for effective and efficient crash analyzes to prevent highway crashes.

  15. Road traffic related mortality in Vietnam: Evidence for policy from a national sample mortality surveillance system

    Directory of Open Access Journals (Sweden)

    Ngo Anh D

    2012-07-01

    Full Text Available Abstract Background Road traffic injuries (RTIs are among the leading causes of mortality in Vietnam. However, mortality data collection systems in Vietnam in general and for RTIs in particular, remain inconsistent and incomplete. Underlying distributions of external causes and body injuries are not available from routine data collection systems or from studies till date. This paper presents characteristics, user type pattern, seasonal distribution, and causes of 1,061 deaths attributable to road crashes ascertained from a national sample mortality surveillance system in Vietnam over a two-year period (2008 and 2009. Methods A sample mortality surveillance system was designed for Vietnam, comprising 192 communes in 16 provinces, accounting for approximately 3% of the Vietnamese population. Deaths were identified from commune level data sources, and followed up by verbal autopsy (VA based ascertainment of cause of death. Age-standardised mortality rates from RTIs were computed. VA questionnaires were analysed in depth to derive descriptive characteristics of RTI deaths in the sample. Results The age-standardized mortality rates from RTIs were 33.5 and 8.5 per 100,000 for males and females respectively. Majority of deaths were males (79%. Seventy three percent of all deaths were aged from 15 to 49 years and 58% were motorcycle users. As high as 80% of deaths occurred on the day of injury, 42% occurred prior to arrival at hospital, and a further 29% occurred on-site. Direct causes of death were identified for 446 deaths (42% with head injuries being the most common cause attributable to road traffic injuries overall (79% and to motorcycle crashes in particular (78%. Conclusion The VA method can provide a useful data source to analyse RTI mortality. The observed considerable mortality from head injuries among motorcycle users highlights the need to evaluate current practice and effectiveness of motorcycle helmet use in Vietnam. The high number of

  16. Traffic accidents on expressways: new threat to China.

    Science.gov (United States)

    Zhao, Jinbao; Deng, Wei

    2012-01-01

    As China is building one of the largest expressway systems in the world, expressway safety problems have become serious concerns to China. This article analyzed the trends in expressway accidents in China from 1995 to 2010 and examined the characteristics of these accidents. Expressway accident data were obtained from the Annual Report for Road Traffic Accidents published by the Ministry of Public Security of China. Expressway mileage data were obtained from the National Statistics Yearbook published by the National Bureau of Statistics of China. Descriptive statistical analyses were conducted based on these data. Expressway deaths increased by 10.2-fold from 616 persons in 1995 to 6300 persons in 2010, and the average annual increase was 17.9 percent over the past 15 years, and the overall other road traffic deaths was -0.33 percent. China's expressway mileage accounted for only 1.85 percent of highway mileage driven in 2010, but expressway deaths made up 13.54 percent of highway traffic deaths. The average annual accident lethality rate [accident deaths/(accident deaths + accident injuries)] for China's expressways was 27.76 percent during the period 1995 to 2010, which was 1.33 times higher than the accident lethality rate of highway traffic accidents. China's government should pay attention to expressway construction and safety interventions during the rapid development period of expressways. Related causes, such as geographic patterns, speeding, weather conditions, and traffic flow composition, need to be studied in the near future. An effective and scientific expressway safety management services system, composed of a speed monitoring system, warning system, and emergency rescue system, should be established in developed and underdeveloped provinces in China to improve safety on expressway.

  17. Training State and Community Instructors in Use of NHTSA Curriculum Packages: Driver Improvement Analysis, Driver License Examiner-Supervisor and Traffic Record Analysis.

    Science.gov (United States)

    Burgener, V. E.; Tiryakioglu, Dona

    A series of five national instructor training institutes were planned for each of three emerging highway safety technician areas for which curriculum packages have been prepared (Driver Improvement Analysis, Driver License Examiner-Supervisor, and Traffic Record Analysis). Technical Education Research Centers and Dunlap & Associates…

  18. Driving simulator research on safe highway design and operation

    NARCIS (Netherlands)

    Horst, A.R.A. van der; Hogema, J.H.

    2011-01-01

    With increasing traffic demands and various attempts to get maximum performance out of the road traffic system, the driving task is becoming more and more complex, and the more important it is to consider the human factor in highway design and operation. Successful introduction of new driver support

  19. Aluminium overhead highway traffic sign structures

    NARCIS (Netherlands)

    Courage, W.M.G.; Soetens, F.; Noordzij, R.; Drabbels, J.

    1998-01-01

    This paper deals with the design and manufacturing of aluminium overhead sign structures. These gantries are built up by using two X-shaped column frames connected by a triangular space frame girder. Slenderness and a low solidity ratio were objectives in the architectonic design. Braces and main ch

  20. Automatic speed control of highway traffic

    Science.gov (United States)

    Klingman, E. E.

    1973-01-01

    Vehicle control system monitors all vehicles in its range, and automatically slows down speeding vehicles by activating governor in vehicle. System determines only maximum speed; speeds below maximum are controlled by vehicle operator. Loss of transmitted signal or activation of emergency over-ride will open fuel line and return control to operator.

  1. Highway runoff quality in Ireland.

    Science.gov (United States)

    Berhanu Desta, Mesfin; Bruen, Michael; Higgins, Neil; Johnston, Paul

    2007-04-01

    Highway runoff has been identified as a significant source of contaminants that impact on the receiving aquatic environment. Several studies have been completed documenting the characteristics of highway runoff and its implication to the receiving water in the UK and elsewhere. However, very little information is available for Ireland. The objective of this study was to determine the quality of highway runoff from major Irish roads under the current road drainage design and maintenance practice. Four sites were selected from the M4 and the M7 motorways outside Dublin. Automatic samplers and continuous monitoring devices were deployed to sample and monitor the runoff quality and quantity. More than 42 storm events were sampled and analysed for the heavy metals Cd, Cu, Pb, and Zn, 16 US EPA specified PAHs, volatile organic compounds including MTBE, and a number of conventional pollutants. All samples were analysed based on the Standard Methods. Significant quantities of solids and heavy metals were detected at all sites. PAHs were not detected very often, but when detected the values were different from quantities observed in UK highways. The heavy metal concentrations were strongly related to the total suspended solids concentrations, which has a useful implication for runoff management strategies. No strong relationship was discovered between pollutant concentrations and event characteristics such as rainfall intensity, antecedent dry days (ADD), or rainfall depth (volume). This study has demonstrated that runoff from Irish motorways was not any cleaner than in the UK although the traffic volume at the monitored sites was relatively smaller. This calls for a site specific investigation of highway runoff quality before adopting a given management strategy.

  2. Alaska Highway bibliography, 3rd edition

    DEFF Research Database (Denmark)

    Prange, Laurie

    . The military need for the Alaska Highway and Canol pipeline declined at the end of World War II. In 1946, Canada officially accepted responsibility for maintaining and developing the Yukon portion of the Alaska Highway. The Alaska Highway affected both First Nations and non-First Nations peoples immediately...... the 1920s and 1930s a small but vocal group of “builders” began to campaign for a highway, either a coastal or inland route, to improve the northwest’s economic base. With the impending threat of war in the late 1930s, there was an increasing awareness by the American and Canadian governments....... The impacts included an increased awareness of the world outside of the Yukon, imported ideas and technology, improved health care, highway transportation, telecommunications, and the development of more mining and tourist-related industries....

  3. Traffic Flow Characteristics with Transportation Plans Components

    Directory of Open Access Journals (Sweden)

    Hrvoje Baričević

    2012-10-01

    Full Text Available Knowledge of traffic characteristics is useful to the highwayengineer in developing highway and transportation plans, performingeconomic analyses, establishing geometric design criteria,selecting and implementing traffic control measures, andevaluating the pe1[ormance of transportation facilities. Doze/ISof measures have been employed to describe the quality andquantity of traffic flow. This paper presents information onthose flow characteristics that fundamentally bear on the planning,design, and operation of highway and transport facilities:traffic speed, travel time, volume, and density.

  4. OML-Highway within the framework of SELMAGIS. Final report

    Energy Technology Data Exchange (ETDEWEB)

    Solvang Jensen, S.; Becker, T.; Ketzel, M.; Loefstroem, P.; Roerdam Olesen, H. (Aarhus Univ., National Environmental Research Institute, Dept. of Atmospheric Environment (Denmark)); Lorentz, H. (Ingenieurbuero Lohmeyer (Germany))

    2010-06-15

    This report describes the OML-Highway model and its integration into SELMAGIS. The National Environmental Research Institute (NERI) has developed the OML-Highway model and Ingenieurbuero Lohmeyer from Germany has developed SELMAGIS. The OML-Highway model is able to calculate air pollution concentration levels at receptor points along a highway road network, while SELMAGIS is a framework for calculating and representing air pollutant emissions and concentrations in a geographical information system (GIS). (author)

  5. OML-Highway within the framework of SELMAGIS. Final report

    Energy Technology Data Exchange (ETDEWEB)

    Solvang Jensen, S.; Becker, T.; Ketzel, M.; Loefstroem, P.; Roerdam Olesen, H. (Aarhus Univ., National Environmental Research Institute, Dept. of Atmospheric Environment (Denmark)); Lorentz, H. (Ingenieurbuero Lohmeyer (Germany))

    2010-06-15

    This report describes the OML-Highway model and its integration into SELMAGIS. The National Environmental Research Institute (NERI) has developed the OML-Highway model and Ingenieurbuero Lohmeyer from Germany has developed SELMAGIS. The OML-Highway model is able to calculate air pollution concentration levels at receptor points along a highway road network, while SELMAGIS is a framework for calculating and representing air pollutant emissions and concentrations in a geographical information system (GIS). (author)

  6. Highway crash rates and age-related driver limitations: Literature review and evaluation of data bases

    Energy Technology Data Exchange (ETDEWEB)

    Hu, P.S. [Oak Ridge National Lab., TN (United States); Young, J.R. [Tennessee Univ., Knoxville, TN (United States); Lu, An [Oak Ridge Associated Universities, Inc., TN (United States)

    1993-08-01

    American society is undergoing a major demographic transformation that is resulting in a larger proportion of older individuals in the population. Moreover, recent travel surveys show that an increasing number of older individuals are licensed to drive and that they drive more than their same age cohort a decade ago. However, they continue to take shorter trips than younger drivers and they avoid driving during congested hours. This recent demographic transformation in our society, the graying of America, coupled with the increasing mobility of the older population impose a serious highway safety issue that cannot be overlooked. Some of the major concerns are the identification of ``high-risk`` older drivers and the establishment of licensing guidelines and procedures that are based on conclusive scientific evidence. Oak Ridge National Laboratory`s (ORNL) objectives in this project can be characterized by the following tasks: Review and evaluate the 1980 American Association of Motor Vehicle Administrators (AAMVA) and National Highway Traffic Safety Administration (NHTSA) licensing guidelines. Determine whether the license restriction recommended in the 1980 AAMVA and NHTSA guidelines was based on scientific evidence or on judgement of medical advisors. Identify in the scientific literature any medical conditions which are found to be highly associated with highway crashes, and which are not mentioned in the 1980 guidelines. Summarize States` current licensing practices for drivers with age-related physical and mental limitations. Identify potential data sources to establish conclusive evidence on age-related functional impairments and highway crashes.

  7. Stopping the Traffic: the National Vigilance Association and the international fight against the ‘white slave’ trade (1899–c.1909)

    OpenAIRE

    Attwood, R.

    2014-01-01

    The National Vigilance Association was the most prominent organization to take on the fight against sex trafficking in turn-of-the-century Britain. In 1899, it established and presided over the first global multidenominational anti-trafficking task force, the International Bureau for the Suppression of the White Slave Traffic (later Traffic in Persons). This article focuses on the configuration of the National Vigilance Association's anti-trafficking work during the formative years of the Bur...

  8. Time allocation shifts and pollutant exposure due to traffic congestion: an analysis using the national human activity pattern survey.

    Science.gov (United States)

    Zhang, Kai; Batterman, Stuart A

    2009-10-15

    Traffic congestion increases air pollutant exposures of commuters and urban populations due to the increased time spent in traffic and the increased vehicular emissions that occur in congestion, especially "stop-and-go" traffic. Increased time in traffic also decreases time in other microenvironments, a trade-off that has not been considered in previous time activity pattern (TAP) analyses conducted for exposure assessment purposes. This research investigates changes in time allocations and exposures that result from traffic congestion. Time shifts were derived using data from the National Human Activity Pattern Survey (NHAPS), which was aggregated to nine microenvironments (six indoor locations, two outdoor locations and one transport location). After imputing missing values, handling outliers, and conducting other quality checks, these data were stratified by respondent age, employment status and period (weekday/weekend). Trade-offs or time-shift coefficients between time spent in vehicles and the eight other microenvironments were then estimated using robust regression. For children and retirees, congestion primarily reduced the time spent at home; for older children and working adults, congestion shifted the time spent at home as well as time in schools, public buildings, and other indoor environments. Changes in benzene and PM(2.5) exposure were estimated for the current average travel delay in the U.S. (9 min day(-1)) and other scenarios using the estimated time shifts coefficients, concentrations in key microenvironments derived from the literature, and a probabilistic analysis. Changes in exposures depended on the duration of the congestion and the pollutant. For example, a 30 min day(-1) travel delay was determined to account for 21+/-12% of current exposure to benzene and 14+/-8% of PM(2.5) exposure. The time allocation shifts and the dynamic approach to TAPs improve estimates of exposure impacts from congestion and other recurring events.

  9. 77 FR 14590 - National Emergency Medical Services Advisory Council (NEMSAC); Correction to the Notice of...

    Science.gov (United States)

    2012-03-12

    ... National Highway Traffic Safety Administration National Emergency Medical Services Advisory Council (NEMSAC... Emergency Medical Services Advisory Council Meeting on March 29, 2012, to alter the start time from 1 p.m... recognized council of emergency medical services (EMS) representatives and consumers to provide advice...

  10. 23 CFR 772.9 - Analysis of traffic noise impacts and abatement measures.

    Science.gov (United States)

    2010-04-01

    ... 23 Highways 1 2010-04-01 2010-04-01 false Analysis of traffic noise impacts and abatement measures... Analysis of traffic noise impacts and abatement measures. (a) The highway agency shall determine and... environmental effects. (b) The traffic noise analysis shall include the following for each alternative...

  11. Urban street structure and traffic safety.

    Science.gov (United States)

    Mohan, Dinesh; Bangdiwala, Shrikant I; Villaveces, Andres

    2017-09-01

    This paper reports the influence of road type and junction density on road traffic fatality rates in U.S. cities. The Fatality Analysis Reporting System (FARS) files were used to obtain fatality rates for all cities for the years 2005-2010. A stratified random sample of 16 U.S. cities was taken, and cities with high and low road traffic fatality rates were compared on their road layout details (TIGER maps were used). Statistical analysis was done to determine the effect of junction density and road type on road traffic fatality rates. The analysis of road network and road traffic crash fatality rates in these randomly selected U.S. cities shows that, (a) higher number of junctions per road length was significantly associated with a lower motor- vehicle crash and pedestrian mortality rates, and, (b) increased number of kilometers of roads of any kind was associated with higher fatality rates, but an additional kilometer of main arterial road was associated with a significantly higher increase in total fatalities. When compared to non-arterial roads, the higher the ratio of highways and main arterial roads, there was an association with higher fatality rates. These results have important implications for road safety professionals. They suggest that once the road and street structure is put in place, that will influence whether a city has low or high traffic fatality rates. A city with higher proportion of wider roads and large city blocks will tend to have higher traffic fatality rates, and therefore in turn require much more efforts in police enforcement and other road safety measures. Urban planners need to know that smaller block size with relatively less wide roads will result in lower traffic fatality rates and this needs to be incorporated at the planning stage. Copyright © 2017 National Safety Council and Elsevier Ltd. All rights reserved.

  12. VT Limited Access Highways

    Data.gov (United States)

    Vermont Center for Geographic Information — A limited-access road, known by various terms worldwide, including limited-access highway, dual carriageway, expressway, and partial controlled access highway, is a...

  13. 2004 Alaska highway invasive plants pilot survey

    Data.gov (United States)

    US Fish and Wildlife Service, Department of the Interior — We investigated the distribution and abundance of non-native invasive plants along a section of the Alaska Highway adjacent to Tetlin National Wildlife Refuge, 20...

  14. NASA UAS Traffic Management National Campaign Operations across Six UAS Test Sites

    Science.gov (United States)

    Rios, Joseph; Mulfinger, Daniel; Homola, Jeff; Venkatesan, Priya

    2016-01-01

    NASA's Unmanned Aircraft Systems Traffic Management research aims to develop policies, procedures, requirements, and other artifacts to inform the implementation of a future system that enables small drones to access the low altitude airspace. In this endeavor, NASA conducted a geographically diverse flight test in conjunction with the FAA's six unmanned aircraft systems Test Sites. A control center at NASA Ames Research Center autonomously managed the airspace for all participants in eight states as they flew operations (both real and simulated). The system allowed for common situational awareness across all stakeholders, kept traffic procedurally separated, offered messages to inform the participants of activity relevant to their operations. Over the 3- hour test, 102 flight operations connected to the central research platform with 17 different vehicle types and 8 distinct software client implementations while seamlessly interacting with simulated traffic.

  15. REVIEW AND PERSPECTIVE OF HIGHWAY CAPACITY AND QUALITY OF SERVICE RESEARCH IN JAPAN

    Science.gov (United States)

    Oguchi, Takashi; Nakamura, Hideki

    The highway traffic congestion is one of the most important social and technical issues from the early days of motorization in Japan. Accordingly, the highway capacity has long been a major concern of traffic engineers, not only in research but also in practice, in order to alleviate the traffic congestions. Also, the concept of the quality of service of traffic flow and its proper understanding according to diverse conditions are crucial for implementing the performance-oriented highway planning and design schemes. This article therefore overviews the recent research works regarding highway capacity and quality of service particularly in Japan, after reviewing the state of the arts in bottleneck phenomena observed on Japan motorways and highways. And the future perspective of these research fields is discussed.

  16. Spatial-temporal Patterns of Land-use Change in Typical Transect Area Along China National Highway 106 During 1996-2008

    Institute of Scientific and Technical Information of China (English)

    LIU Yu; LIU Yansui; GUO Liying; LU Shasha

    2011-01-01

    Based on land-use database updated with the survey of 1996, 2000, 2004 and 2008, this paper analyzed the land-use changes in the typical transect area along National Highway 106 with the aid of GIS technology and quantitative models. The results showed that arable land had been continuously decreased from 1996 to 2008, with a loss of 65.85× 10^3 hm2 and an average decrement of 5.49×10^3 hm^2 per year, and the loss in northern areas was larger; garden land and woodland were gradually centralized to the predominance area with an increment of 25.73×10^3 hm2 and 22.37×10^3 hm2, respectively; residential and industrial land increased year after year, and the transportation land showed the equalized developing spatial pattern; the increment of construction land and encroachment on arable land in the area were deeply influenced by the national macroscopic land-use policies, the rapid advance of urbanization and the development level of the regional economy. Through this case study, it is suggested that differential land- use policies should be adopted to create good environmental conditions to guarantee food security and to promote the economic development.

  17. Generalized Deterministic Traffic Rules

    CERN Document Server

    Fuks, H; Fuks, Henryk; Boccara, Nino

    1997-01-01

    We study a family of deterministic models for highway traffic flow which generalize cellular automaton rule 184. This family is parametrized by the speed limit $m$ and another parameter $k$ that represents a ``degree of aggressiveness'' in driving, strictly related to the distance between two consecutive cars. We compare two driving strategies with identical maximum throughput: ``conservative'' driving with high speed limit and ``aggressive'' driving with low speed limit. Those two strategies are evaluated in terms of accident probability. We also discuss fundamental diagrams of generalized traffic rules and examine limitations of maximum achievable throughput. Possible modifications of the model are considered.

  18. Great Dismal Swamp National Wildlife Refuge FY 1994 Prescribed Fire Proposal Plan Fringe Marsh-Highway 158

    Data.gov (United States)

    US Fish and Wildlife Service, Department of the Interior — This plan considers fire on Great Dismal Swamp National Wildlife Refuge as a tool for management and as a potential problem to be dealt with. This document discusses...

  19. 23 CFR 661.49 - Can IRRBP funds be spent on Interstate, State Highway, and Toll Road IRR bridges?

    Science.gov (United States)

    2010-04-01

    ..., and Toll Road IRR bridges? 661.49 Section 661.49 Highways FEDERAL HIGHWAY ADMINISTRATION, DEPARTMENT OF TRANSPORTATION ENGINEERING AND TRAFFIC OPERATIONS INDIAN RESERVATION ROAD BRIDGE PROGRAM § 661.49 Can IRRBP funds be spent on Interstate, State Highway, and Toll Road IRR bridges? Yes....

  20. OML-Highway within the framework of SELMAGIS

    DEFF Research Database (Denmark)

    Jensen, Steen Solvang; Becker, Thomas; Ketzel, Matthias;

    This report describes the OML-Highway model and its integration into SELMAGIS. The National Environmental Research Institute (NERI) has developed the OML-Highway model and Ingenieurbüro Lohmeyer from Germany has developed SELMAGIS. The OML-Highway model is able to calculate air pollution concentr......This report describes the OML-Highway model and its integration into SELMAGIS. The National Environmental Research Institute (NERI) has developed the OML-Highway model and Ingenieurbüro Lohmeyer from Germany has developed SELMAGIS. The OML-Highway model is able to calculate air pollution...... concentration levels at receptor points along a highway road network, while SELMAGIS is a framework for calculating and representing air pollutant emissions and concentrations in a geographical information system (GIS)...

  1. Scandinavian hydrogen highway partnership

    Energy Technology Data Exchange (ETDEWEB)

    Sloth, M.; Hansen, J. [H2 Logic A/S, Herning (Denmark); Wennike, F. [Hydrogen Link Denmark Association, Ringkoebing (Denmark)

    2009-07-01

    The Scandinavian Hydrogen Highway Partnership (SHHP) was launched in an effort to build hydrogen filling stations in Scandinavian countries by 2012 in order to enable hydrogen powered vehicles to operate and refuel when needed. Three hydrogen refueling stations are currently in operation in Scandinavia to fuel a fleet of 15 hydrogen-fuelled cars. It is anticipated that by the end of 2009, there will be 14 hydrogen refueling stations and more than 70 vehicles in operation. Beyond 2012, the number of filling stations and vehicles is expected to increase significantly through large scale demonstration, where SHHP aims to attract funding from the European Union. The current activities of SHHP are co-funded by national and regional authorities. The SHHP network is funded by Nordic Energy Research.

  2. Highway Bureau Director on Highway Construction

    Institute of Scientific and Technical Information of China (English)

    JINZHIGUO

    2005-01-01

    The Qinghai-Tibet Highway experienced four renovations in the past 40 years and has now been asphalted. For the fourth renovation, some 1.17 billion Yuan was consumed. It is now a modern highway. Extending 2,100 km from Xining of Qinghai to Lhasa of Tibet, it became 1,937 km after re-working. It goes 1,400 km in Qinghai.The Xining-Golmud section crossed many mountains and many rivers,extending 782 km. The Golmud-Lhasa section crosses four mountains—Kunlun Mountains (4,700 meters), Fenghuoshan Mountain (4,800 meters),Tanggula Mountain (5,150 meters above sea level at the mouth) and Nyainqentanggula Mountain, and crossed three rivers---Tongtianhe River, Tutu River and Curmar River with an average elevation of 4,500 meters. The Highway extends 544 km in Tibet. More than 80 percent of goods were transported through the highway.

  3. Strategies for prevention of road traffic injuries (RTIs) in Pakistan: situational analysis.

    Science.gov (United States)

    Khan, Adeel Ahmed; Fatmi, Zafar

    2014-05-01

    Road traffic injuries (RTIs) are one of the leading causes of death among productive age group. Using systems approach framework (SAF), current preventive strategies for RTI control were reviewed in Pakistan. A review of the literature was done using four international search engines. Only ten studies on preventive strategies for RTI stemming from Pakistan were found. The first Road Traffic Injuries Research Network (RTIRN) surveillance system for road traffic injuries was established in urban city (Karachi) in Pakistan has shown promise for injury control and should be scaled up to other cities. Enforcement of traffic laws on seat-belt and helmet wearing is poor. National Highway and Motorway Police Ordinance (2000) was one of the few legislative measure so far taken in Pakistan. Using SAF, efforts are required to implement interventions targeting human, vehicle design and also making environment safer for road users.

  4. The highway capacity manual a conceptual and research history

    CERN Document Server

    Roess, Roger P

    2014-01-01

    Since 1950, the Highway Capacity Manual has been a standard used in the planning, design, analysis, and operation of virtually any highway traffic facility in the United States. It has also been widely used abroad, and has spurred the development of similar manuals in other countries. The twin concepts of capacity and level of service have been developed in the manual, and methodologies have been presented that allow highway traffic facilities to be designed on a common basis, and allow for the analysis of operational quality under various traffic demand scenarios. The manual also addresses related pedestrian, bicycle, and transit issues.   This book details the fundamental development of the concepts of capacity and level of service, and of the specific methodologies developed to describe them over a wide range of facility types. The book is comprised of two volumes. Volume 1 (this book) focuses on the development of basic principles, and their application to uninterrupted flow facilities: freeways, multila...

  5. Status of road safety and possibilities of improvement in Nepal : a study of Muglin-Kathmandu section of Prithvi Highway

    OpenAIRE

    Duwadi, Bhola

    2015-01-01

    Road traffic accident has been a major challenge in Prithivi highway to ensure travel safety. A heterogeneous traffic mix sharing the road with vulnerable road users as well as unsafe road infrastructure and vehicles that are in poor condition contributed to the high fatality rates in this busiest highway in Nepal. The objective of the study was mainly to: identify the various causes of road accidents in the Prithivi highway, examine the factors that how people perceive various aspects of roa...

  6. Economic development and road traffic fatalities in two neighbouring African nations

    Directory of Open Access Journals (Sweden)

    Douglas J. Wiebe

    2016-06-01

    Conclusion: Road crash fatalities increased in recent decades in both Zambia and Botswana. But the rapid economic development in Botswana over this time period appears to have driven proportionate road traffic fatality increases. There are opportunities for newly emerging economies such as Zambia, Angola, and others to learn from the Botswana experience. Evidence-based investments in road safety interventions should be concomitant with economic development.

  7. The International Traffic in Arms Regulations: An Impediment to National Security

    Science.gov (United States)

    2008-05-02

    USML )2 and subject to the more rigorous review and heightened scrutiny of the International Traffic in Arms Regulations (ITAR).3 The timely resolution...export of the defense articles and services that are listed on the United States Munitions List ( USML ).5 The ITAR prohibits exporting6 technical data or...eligible to receive USML -controlled technical data or hardware without a license) is defined in the ITAR as  A U.S. citizen,  A permanent resident who

  8. 75 FR 74128 - Manual on Uniform Traffic Control Devices (MUTCD) Compliance Dates

    Science.gov (United States)

    2010-11-30

    ... From the Federal Register Online via the Government Publishing Office DEPARTMENT OF TRANSPORTATION Federal Highway Administration Manual on Uniform Traffic Control Devices (MUTCD) Compliance Dates AGENCY... control devices to comply with certain requirements established in the Manual on Uniform Traffic...

  9. Lead Isotopes in Highway Runoff

    Science.gov (United States)

    Ferreira, M.; Lau, S.; Green, P. G.; Stenstrom, M. K.

    2011-12-01

    Lead (Pb) isotopes have been used extensively to study the provenance of lead pollution on air, water, and sediments. In this study, we measured Pb isotopes and Pb aqueous concentration in highway runoff in three west Los Angeles sites. Those three sites, part of a long-term study sponsored by the California Department of Transportation, represent small catchment areas, and host heavy traffic. In addition, there were no inputs of sand or salt to the highway because the sites are almost completely impervious and also due to the lack of snow to be controlled. Highway runoff from the three sites was collected for 7 storms during the 2004-2005 Winter. Grab samples were collected every 15 minutes during the first hour, and hourly afterwards. A total of 202 samples were collected and filtered into five size fractions (100μm). Aqueous concentration of Pb range from 0.08μg/L to 46.95μg/L (7.98±10.89μg/L) and it is not correlated with any of the lead isotope ratios. The 208Pb/206Pb ratio ranges from 1.983 to 2.075 (2.024±0.026) and there is no statistical difference for the mean value of the 208Pb/206Pb ratio for the four particulate size fractions (0.45-8μm, 8-20μm, 20-100μm, >100μm). However, the 208Pb/206Pb ratio of nearby soils yield 2.060±0.021 and it is statistically different from the ratios obtained for the highway runoff. This hints that the lead present in highway runoff does not come from local soils. The 207Pb/206Pb ratio ranges from 0.804 to 0.847 (0.827±0.011) and there is no statistical difference for the mean value of the 207Pb/206Pb ratio for the four particulate size fractions (0.45-8μm, 8-20μm, 20-100μm, >100μm). Surprisingly, there is also no statistical difference with the 207Pb/206Pb ratio of nearby soils (0.833±0.009).

  10. 76 FR 51462 - Notice of Final Federal Agency Actions on Proposed Highway in Utah

    Science.gov (United States)

    2011-08-18

    ... Midvalley Highway Project, To Address Traffic Congestion on UT-36 and at the I-80 Lake Point interchange... anticipated congestion on SR-36, and reduce anticipated congestion at the Lake Point interchange with...

  11. Pollution transport from a highway

    Energy Technology Data Exchange (ETDEWEB)

    Lygren, E.; Gjessing, E.; Berglind, L.

    1984-02-15

    In Norway a considerable amount of pavement dust is produced during a year, particularly during the winter season when studded tires are used on vehicles. The asphalt wear when using tires is estimated to be 20-50 g/km/vehicle. This matter will partly be deposited on the road surface and partly be transported through the atmosphere to the surrounding area together with other motor traffic pollutants. A 3 year programme, sponsored by the Norwegian Road Directorate, was aimed also at characterizing the nature and the fate of the particulate matter from a highway. The characterization included studies on particle-size distribution, heavy metal concentration and contents of organic micropollutants, such as PAH. It was found that a major part of the pollutants from a highway was deposited 5-25 m from the road. Further it was observed that an essential part of the pollutants were 'produced' through the snow accumulation period and released during the spring period. The period of snowmelt thus gave the most important effects on the surface water. (A.V.)

  12. Costs of traffic injuries

    DEFF Research Database (Denmark)

    Kruse, Marie

    2015-01-01

    assessed using Danish national healthcare registers. Productivity costs were computed using duration analysis (Cox regression models). In a subanalysis, cost per severe traffic injury was computed for the 12 995 individuals that experienced a severe injury. RESULTS: The socioeconomic cost of a traffic......OBJECTIVE: The aim of this study was to analyse the socioeconomic costs of traffic injuries in Denmark, notably the healthcare costs and the productivity costs related to traffic injuries, in a bottom-up, register-based perspective. METHOD: Traffic injury victims were identified using national...... emergency room data and police records. Victims were matched with five controls per case by means of propensity score, nearest-neighbour matching. In the cohort, consisting of the 52 526 individuals that experienced a traffic injury in 2000 and 262 630 matched controls, attributable healthcare costs were...

  13. Monitoring road traffic congestion using a macroscopic traffic model and a statistical monitoring scheme

    KAUST Repository

    Zeroual, Abdelhafid

    2017-08-19

    Monitoring vehicle traffic flow plays a central role in enhancing traffic management, transportation safety and cost savings. In this paper, we propose an innovative approach for detection of traffic congestion. Specifically, we combine the flexibility and simplicity of a piecewise switched linear (PWSL) macroscopic traffic model and the greater capacity of the exponentially-weighted moving average (EWMA) monitoring chart. Macroscopic models, which have few, easily calibrated parameters, are employed to describe a free traffic flow at the macroscopic level. Then, we apply the EWMA monitoring chart to the uncorrelated residuals obtained from the constructed PWSL model to detect congested situations. In this strategy, wavelet-based multiscale filtering of data has been used before the application of the EWMA scheme to improve further the robustness of this method to measurement noise and reduce the false alarms due to modeling errors. The performance of the PWSL-EWMA approach is successfully tested on traffic data from the three lane highway portion of the Interstate 210 (I-210) highway of the west of California and the four lane highway portion of the State Route 60 (SR60) highway from the east of California, provided by the Caltrans Performance Measurement System (PeMS). Results show the ability of the PWSL-EWMA approach to monitor vehicle traffic, confirming the promising application of this statistical tool to the supervision of traffic flow congestion.

  14. How Might People Near National Roads Be Affected by Traffic Noise as Electric Vehicles Increase in Number? A Laboratory Study of Subjective Evaluations of Environmental Noise.

    Directory of Open Access Journals (Sweden)

    Ian Walker

    Full Text Available We face a likely shift to electric vehicles (EVs but the environmental and human consequences of this are not yet well understood. Simulated auditory traffic scenes were synthesized from recordings of real conventional and EVs. These sounded similar to what might be heard by a person near a major national road. Versions of the simulation had 0%, 20%, 40%, 60%, 80% and 100% EVs. Participants heard the auditory scenes in random order, rating each on five perceptual dimensions such as pleasant-unpleasant and relaxing-stressful. Ratings of traffic noise were, overall, towards the negative end of these scales, but improved significantly when there were high proportions of EVs in the traffic mix, particularly when there were 80% or 100% EVs. This suggests a shift towards a high proportion of EVs is likely to improve the subjective experiences of people exposed to traffic noise from major roads. The effects were not a simple result of EVs being quieter: ratings of bandpass-filtered versions of the recordings suggested that people's perceptions of traffic noise were specifically influenced by energy in the 500-2000 Hz band. Engineering countermeasures to reduce noise in this band might be effective for improving the subjective experience of people living or working near major roads, even for conventional vehicles; energy in the 0-100 Hz band was particularly associated with people identifying sound as 'quiet' and, again, this might feed into engineering to reduce the impact of traffic noise on people.

  15. How Might People Near National Roads Be Affected by Traffic Noise as Electric Vehicles Increase in Number? A Laboratory Study of Subjective Evaluations of Environmental Noise.

    Science.gov (United States)

    Walker, Ian; Kennedy, John; Martin, Susanna; Rice, Henry

    2016-01-01

    We face a likely shift to electric vehicles (EVs) but the environmental and human consequences of this are not yet well understood. Simulated auditory traffic scenes were synthesized from recordings of real conventional and EVs. These sounded similar to what might be heard by a person near a major national road. Versions of the simulation had 0%, 20%, 40%, 60%, 80% and 100% EVs. Participants heard the auditory scenes in random order, rating each on five perceptual dimensions such as pleasant-unpleasant and relaxing-stressful. Ratings of traffic noise were, overall, towards the negative end of these scales, but improved significantly when there were high proportions of EVs in the traffic mix, particularly when there were 80% or 100% EVs. This suggests a shift towards a high proportion of EVs is likely to improve the subjective experiences of people exposed to traffic noise from major roads. The effects were not a simple result of EVs being quieter: ratings of bandpass-filtered versions of the recordings suggested that people's perceptions of traffic noise were specifically influenced by energy in the 500-2000 Hz band. Engineering countermeasures to reduce noise in this band might be effective for improving the subjective experience of people living or working near major roads, even for conventional vehicles; energy in the 0-100 Hz band was particularly associated with people identifying sound as 'quiet' and, again, this might feed into engineering to reduce the impact of traffic noise on people.

  16. Temporary Losses of Highway Capacity and Impacts on Performance: Phase 2

    Energy Technology Data Exchange (ETDEWEB)

    Chin, S.M.

    2004-11-10

    Traffic congestion and its impacts significantly affect the nation's economic performance and the public's quality of life. In most urban areas, travel demand routinely exceeds highway capacity during peak periods. In addition, events such as crashes, vehicle breakdowns, work zones, adverse weather, railroad crossings, large trucks loading/unloading in urban areas, and other factors such as toll collection facilities and sub-optimal signal timing cause temporary capacity losses, often worsening the conditions on already congested highway networks. The impacts of these temporary capacity losses include delay, reduced mobility, and reduced reliability of the highway system. They can also cause drivers to re-route or reschedule trips. Such information is vital to formulating sound public policies for the highway infrastructure and its operation. In response to this need, Oak Ridge National Laboratory, sponsored by the Federal Highway Administration (FHWA), made an initial attempt to provide nationwide estimates of the capacity losses and delay caused by temporary capacity-reducing events (Chin et al. 2002). This study, called the Temporary Loss of Capacity (TLC) study, estimated capacity loss and delay on freeways and principal arterials resulting from fatal and non-fatal crashes, vehicle breakdowns, and adverse weather, including snow, ice, and fog. In addition, it estimated capacity loss and delay caused by sub-optimal signal timing at intersections on principal arterials. It also included rough estimates of capacity loss and delay on Interstates due to highway construction and maintenance work zones. Capacity loss and delay were estimated for calendar year 1999, except for work zone estimates, which were estimated for May 2001 to May 2002 due to data availability limitations. Prior to the first phase of this study, which was completed in May of 2002, no nationwide estimates of temporary losses of highway capacity by type of capacity-reducing event had

  17. Differences and similarities between European drivers in opinions about traffic measures : a cross-national study of the results of the SARTRE-survey.

    NARCIS (Netherlands)

    Goldenbeld, C.

    1994-01-01

    This paper describes a cross-national study into the results of the Social Attitudes to Road Traffic Risk in Europe (SARTRE) survey. In 1991-1992, this survey was conducted among more than 17,000 drivers in 15 European countries. The survey was carried out as the result of a joint effort of 15

  18. School bus and children's traffic safety

    Institute of Scientific and Technical Information of China (English)

    PAN Shu-ming; Stephen Hargarten; ZHU Shan-kuan

    2007-01-01

    There is no safer way to transport a child than a school bus. Fatal crashes involving occupants are extremely rare events in the US. In recent years, school bus transportation began to develop in China. We want to bring advanced experience on school bus safety in Western countries such as the US to developing countries.Methods: We searched the papers related to school bus safety from Medline, Chinese Scientific Journals Database and the Web of the National Highway Traffic Safety Administration (NHTSA).Results: There were only 9 papers related to school bus safety, which showed that higher levels of safety standards on school buses, school bus-related transportation and environmental laws and injury prevention were the primary reasons for the desired outcome. Few school bus is related to deaths and injuries in the developed countries.Conclusions: The developing countries should make strict environmental laws and standards on school bus safety to prevent children's injury and death.

  19. Big Muddy National Fish and Wildlife Two Year Traffic Counter Report

    Data.gov (United States)

    US Fish and Wildlife Service, Department of the Interior — The Big Muddy National Fish and Wildlife Refuge currently has eight units. These eight units do not have equal public access and visitation to each unit varies...

  20. Development of a highway noise prediction model using an Leq20 s measure of basic vehicular noise

    Science.gov (United States)

    Pamanikabud, P.; Tansatcha, M.; Brown, A. L.

    2008-09-01

    The objective of the study reported here was to build a highway traffic noise simulation model for free-flow traffic conditions in Thailand employing a technique utilizing individual vehicular noise modelling based on the equivalent sound level over 20 s ( Leq20 s). This Leq20 s technique provides a more accurate measurement of noise energy from each type of vehicle under real running conditions. The coefficient of propagation and ground effect for this model was then estimated using a trial-and-error method, and applied to the highway traffic noise simulation model. This newly developed highway traffic noise model was tested for its goodness-of-fit to field observations. The test shows that this new model provides good predictions for highway noise conditions in Thailand. The concepts and techniques that are modeled and tested in this study can also be applied for prediction of traffic noise for local conditions in other countries.

  1. Kinetic derivation of a Hamilton-Jacobi traffic flow model

    CERN Document Server

    Borsche, Raul; Kimathi, Mark

    2012-01-01

    Kinetic models for vehicular traffic are reviewed and considered from the point of view of deriving macroscopic equations. A derivation of the associated macroscopic traffic flow equations leads to different types of equations: in certain situations modified Aw-Rascle equations are obtained. On the other hand, for several choices of kinetic parameters new Hamilton-Jacobi type traffic equations are found. Associated microscopic models are discussed and numerical experiments are presented discussing several situations for highway traffic and comparing the different models.

  2. Final Report Analysis of Traffic Management Options Prepared for Chincoteague National Wildlife Refuge Assateague Island National Seashore, Chincoteague, Virginia

    Data.gov (United States)

    US Fish and Wildlife Service, Department of the Interior — The Chincoteague National Wildlife Refuge Master Plan guides the long-range development of the Refuge by identifying and integrating appropriate habitats, management...

  3. A network of field test sites as a platform for research on engineering and management of the highway transportation infrastructure

    Science.gov (United States)

    Aktan, A. Emin; Frangopol, Dan M.; Ghasemi, Hamid; Shenton, Harry W.; Shinozuka, Masanobu; Madanat, Samar

    2004-07-01

    An effort is currently underway to create an Engineering Research Consortium Initiative (ERCI) focused on engineering and management of the highway transportation infrastructure. The goal of the ERCI will be to provide administrative and logistical support for a coordinated, problem-focused research program on the highway transportation infrastructure system. The cornerstone of the initiative will be field test-sites. Example sites might include major long span bridges, sample populations of operating bridges, decommissioned bridges, a regional network of highways and bridges, various types of pavement and geotechnical structures, or a major transportation hub serving a metropolitan area. Sites would be instrumented to collect a broad range of engineering (structural, geotechnical, hydraulic), human (traffic) and natural (climatological, seismological) response data. The field sites would be networked to provide real-time access to test facilities across the country; a secure central repository would be established for collecting data from the sites. The data and information gathered from these sites would be used by engineers and scientists to study the complex interactions and cause-and-effect relations of the various engineered, human and natural components of the highway hyper-system. A major research thrust of the ERCI will be security of the highway infrastructure system, with particular emphasis on bridges. The National Science Foundation and the Federal Highway Administration are expected to provide funding for the program through a joint agency initiative. Two workshops were recently held with experts from around the world to discuss the plans for the ERCI. The paper provides more details on the ERCI and the status of the effort to date.

  4. Percolation properties in a traffic model

    CERN Document Server

    Wang, Feilong; Xu, Xiaoyun; Wu, Ruoqian; Havlin, Shlomo

    2015-01-01

    As a dynamical complex system, traffic is characterized by a transition from free flow to congestions, which is mostly studied in highways. However, despite its importance in developing congestion mitigation strategies, the understanding of this common traffic phenomenon in a city-scale is still missing. An open question is how the traffic in the network collapses from a global efficient traffic to isolated local flows in small clusters, i.e. the question of traffic percolation. Here we study the traffic percolation properties on a lattice by simulation of an agent-based model for traffic. A critical traffic volume in this model distinguishes the free-state from congested state of traffic. Our results show that the threshold of traffic percolation decreases with increasing traffic volume and reaches a minimum value at the critical traffic volume. We show that this minimal threshold is the result of longest spatial correlation between traffic flows at the critical traffic volume. These findings may help to dev...

  5. 49 CFR 510.2 - Definitions.

    Science.gov (United States)

    2010-10-01

    ... Other Regulations Relating to Transportation (Continued) NATIONAL HIGHWAY TRAFFIC SAFETY ADMINISTRATION... Highway Traffic Safety Administration. (b) Administrator means the Administrator of the National Highway Traffic Safety Administration. (c) Chief Counsel means the Chief Counsel of the National Highway...

  6. Association Between Media Dose, Ad Tagging, and Changes in Web Traffic for a National Tobacco Education Campaign: A Market-Level Longitudinal Study

    OpenAIRE

    2016-01-01

    Background In 2012, the US Centers for Disease Control and Prevention (CDC) launched Tips From Former Smokers (Tips), the first federally funded national tobacco education campaign. In 2013, a follow-up Tips campaign aired on national cable television networks, radio, and other channels, with supporting digital advertising to drive traffic to the Tips campaign website. Objective The objective of this study was to use geographic and temporal variability in 2013 Tips campaign television media d...

  7. 关于道路交叉口规划设计及通行能力的探讨%Inquiry on planning design and traffic capacity of highway intersection

    Institute of Scientific and Technical Information of China (English)

    高瑞锋

    2014-01-01

    Through analyzing current urban road intersection problems, the paper studys intersection planning design scheme of Huanhuxi road and Huanhubei road around Jinyang lake, and analyzes traffic capacities of two intersection design schemes, with a view to release traffic pressure and improve driving conditions.%通过分析目前城市道路交叉口普遍存在的问题,对太原市晋阳湖周边路网环湖西路与环湖北路交叉口规划设计方案进行了研究,并分析了两种交叉口设计方案的通行能力,以缓解道路交通压力,改善居民出行条件。

  8. STOCHASTIC AND DETERMINISTIC SIMULATION TECHNIQUES FOR TRAFFIC AND ECONOMICS

    OpenAIRE

    Foscari W. R., Piero

    2009-01-01

    In this work I present the result of different investigations conducted in the last years in the context of stochastic modeling for decision making in the areas of traffic simulation and economics. Traffic simulation has seen us from the Center for Modeling, Computing and Statistics involved in a project for the evaluation and planning of two highway stretches in the area around Ferrara. In particular we conducted the modeling and numerical simulation of the highway network,...

  9. REDESIGN OF TRANSPORT SYSTEMS ON HIGHWAYS, STREETS AND AVENUES

    Directory of Open Access Journals (Sweden)

    Takashi OGUCHI

    2008-01-01

    The handling of transport demands, especially in urban areas with traffic congestion, is important because the prediction of demand is very difficult under such conditions the true demand possibly becoming a potentiality caused by traffic congestion. One of the solutions of this difficulty is also proposed. The junction treatments, including traffic signal control, dominate over the LOS of the road transport system network in urban streets and avenues. The process of design, control, and operation of junctions at critical intersections is proposed. A tentative evaluation method for highway LOS is also discussed.

  10. CAUSES OF HIGHWAY FAILURES IN NIGERIA.

    Directory of Open Access Journals (Sweden)

    DR. NDEFO OKIGBO

    2012-11-01

    Full Text Available Most of the road networks in the developing countries of Africa are in deplorable conditions. Nigeria being one of these countries is not an exception. The conditions of the roads in Nigeria were examined. The causes of these conditions of the roads in Nigeria were articulated and their effects to the citizen, government and theeconomy of the country were highlighted and solutions to these problems given in the form of recommendations that will remedy the situation. Some of the identified causes were; poor design and construction, poor maintenance of already built highways, use of low quality materials in construction, poor workmanship and poorsupervision of construction work and the plying of heavy traffic that were not meant for the road on the road. Some of the recommendations to remedy the situation are; Use of the appropriate design of the roads, avoiding unnecessary congestion of the roads with traffic especially heavy traffics that were not meant for the roads inthe first place, prompt maintenance of the roads, application of suitable construction material in the construction of the roads, applying appropriate tests to the soil in road construction, use of qualified engineering personnel in road construction and the application of sanctions for highway failures.

  11. Chimpanzees facing a dangerous situation: A high-traffic asphalted road in the Sebitoli area of Kibale National Park, Uganda.

    Science.gov (United States)

    Cibot, Marie; Bortolamiol, Sarah; Seguya, Andrew; Krief, Sabrina

    2015-08-01

    Despite the spread of road infrastructures throughout Africa to support regional development, industry, and tourism, few studies have examined how wild animals adapt their behavior and ecology in road-forest ecotones. Indeed, while numerous studies have demonstrated chimpanzee adaptability in anthropogenic landscapes, none have examined the effects of asphalted highways on wild chimpanzee behaviors. In a 29-month survey, we assessed the dangers posed by an asphalted road crossing the Sebitoli area of Kibale National Park (Uganda). We analyzed 122 individual chimpanzee crossings. Although the asphalted road represents a substantial threat to crossing animals (89 motorized vehicles per hour use this road and individuals of six different primate species were killed in 1 year), chimpanzees took into account this risk. More than 90% of the individuals looked right and left before and while crossing. Chimpanzees crossed in small subgroups (average 2.7 subgroups of 2.1 individuals per crossing event). Whole parties crossed more rapidly when chimpanzees were more numerous in the crossing groups. The individuals most vulnerable to the dangers of road crossing (females with dependents, immature, and severely injured individuals) crossed less frequently compared with non-vulnerable individuals (lone and healthy adolescents and adults). Moreover, healthy adult males, who were the most frequent crossing individuals, led progressions more frequently when crossing the road than when climbing or descending feeding trees. Almost 20% of the individuals that crossed paid attention to conspecifics by checking on them or waiting for them while crossing. These observations are relevant for our understanding of adaptive behavior among chimpanzees in human-impacted habitats. Further investigations are needed to better evaluate the effects of busy roads on adolescent female dispersal and on their use of territories. Mitigation measures (e.g., bridges, underpasses, reduced speed limits

  12. The car following model considering traffic jerk

    Science.gov (United States)

    Ge, Hong-Xia; Zheng, Peng-jun; Wang, Wei; Cheng, Rong-Jun

    2015-09-01

    Based on optimal velocity car following model, a new model considering traffic jerk is proposed to describe the jamming transition in traffic flow on a highway. Traffic jerk means the sudden braking and acceleration of vehicles, which has a significant impact on traffic movement. The nature of the model is researched by using linear and nonlinear analysis method. A thermodynamic theory is formulated to describe the phase transition and critical phenomenon in traffic flow. The time-dependent Ginzburg-Landau (TDGL) equation and the modified Korteweg-de Vries (mKdV) equation are derived to describe the traffic flow near the critical point and the traffic jam. In addition, the connection between the TDGL and the mKdV equations are also given.

  13. A before-after control-impact assessment to understand the potential impacts of highway construction noise and activity on an endangered songbird.

    Science.gov (United States)

    Long, Ashley M; Colón, Melanie R; Bosman, Jessica L; Robinson, Dianne H; Pruett, Hannah L; McFarland, Tiffany M; Mathewson, Heather A; Szewczak, Joseph M; Newnam, J Cal; Morrison, Michael L

    2017-01-01

    Anthropogenic noise associated with highway construction and operation can have individual- and population-level consequences for wildlife (e.g., reduced densities, decreased reproductive success, behavioral changes). We used a before-after control-impact study design to examine the potential impacts of highway construction and traffic noise on endangered golden-cheeked warblers (Setophaga chrysoparia; hereafter warbler) in urban Texas. We mapped and monitored warbler territories before (2009-2011), during (2012-2013), and after (2014) highway construction at three study sites: a treatment site exposed to highway construction and traffic noise, a control site exposed only to traffic noise, and a second control site exposed to neither highway construction or traffic noise. We measured noise levels at varying distances from the highway at sites exposed to construction and traffic noise. We examined how highway construction and traffic noise influenced warbler territory density, territory placement, productivity, and song characteristics. In addition, we conducted a playback experiment within study sites to evaluate acute behavioral responses to highway construction noises. Noise decreased with increasing distance from the highways. However, noise did not differ between the construction and traffic noise sites or across time. Warbler territory density increased over time at all study sites, and we found no differences in warbler territory placement, productivity, behavior, or song characteristics that we can attribute to highway construction or traffic noise. As such, we found no evidence to suggest that highway construction or traffic noise had a negative effect on warblers during our study. Because human population growth will require recurring improvements to transportation infrastructure, understanding wildlife responses to anthropogenic noise associated with the construction and operation of roads is essential for effective management and recovery of prioritized

  14. Performance and Modelling of a Highway Wet Detention Pond Designed for Cold Climate

    DEFF Research Database (Denmark)

    Vollertsen, Jes; Åstebøl, Svein Ole; Coward, Jan Emil

    2009-01-01

    A wet detention pond in Norway has been monitored for 12 months. The pond receives runoff from a highway with a traffic load of 42,000 average daily traffic. Hydraulic conditions in terms of inflow, outflow, and pond water level were recorded every minute. Water quality was monitored by volume...

  15. Road traffic injuries in the People's Republic of China, 1951-2008.

    Science.gov (United States)

    Zhang, Xujun; Xiang, Huiyun; Jing, Ruiwei; Tu, Zhibin

    2011-12-01

    Road traffic injuries (RTIs) have become the leading cause of injury deaths in China. This article analyzed the trends in all crashes, nonfatal injuries, and fatalities from road traffic crashes from 1951 to 2008 and compared the crash frequency, crash severity, and crash patterns by provinces, types of road, and injured road users. Road traffic crash data were obtained from the Bureau of Traffic Management at the Ministry of Public Security and National Bureau of Statistics of China. Descriptive statistical analyses were conducted. Over the past 5 decades, road traffic injuries have increased substantially in China. From 1951 to 2008, the total number of road traffic crashes, nonfatal injuries, and fatalities increased by 43-fold, 58-fold, and 85-fold, respectively. Linear regression suggested a significant decline of 30.1 percent (95% confidence interval [CI]: 24.8-35.3) in the mortality rate per 100,000 people during the period 2002 to 2008. From 2004 to 2008, road traffic crash mortality rate per 100,000 people varied greatly in China from the lowest of 3.0 in Henan in 2008 to the highest of 21.7 in Xizang in 2004. RTIs in China disproportionally affected the following populations: males, persons 21 to 50 years of age, pedestrians, and motorcyclists/bicyclists. Adults aged more than 65 years accounted for approximately 10 percent of total road traffic deaths. Road types and RTIs severity were closely related; highways were associated with greater mortality rates. Road traffic injuries have become a burgeoning public health problem in China. Programs need to be developed to prevent nonfatal injuries and fatalities caused by road traffic crashes in this emerging country.

  16. Probabilistic description of traffic flow

    Science.gov (United States)

    Mahnke, R.; Kaupužs, J.; Lubashevsky, I.

    2005-03-01

    A stochastic description of traffic flow, called probabilistic traffic flow theory, is developed. The general master equation is applied to relatively simple models to describe the formation and dissolution of traffic congestions. Our approach is mainly based on spatially homogeneous systems like periodically closed circular rings without on- and off-ramps. We consider a stochastic one-step process of growth or shrinkage of a car cluster (jam). As generalization we discuss the coexistence of several car clusters of different sizes. The basic problem is to find a physically motivated ansatz for the transition rates of the attachment and detachment of individual cars to a car cluster consistent with the empirical observations in real traffic. The emphasis is put on the analogy with first-order phase transitions and nucleation phenomena in physical systems like supersaturated vapour. The results are summarized in the flux-density relation, the so-called fundamental diagram of traffic flow, and compared with empirical data. Different regimes of traffic flow are discussed: free flow, congested mode as stop-and-go regime, and heavy viscous traffic. The traffic breakdown is studied based on the master equation as well as the Fokker-Planck approximation to calculate mean first passage times or escape rates. Generalizations are developed to allow for on-ramp effects. The calculated flux-density relation and characteristic breakdown times coincide with empirical data measured on highways. Finally, a brief summary of the stochastic cellular automata approach is given.

  17. Uso de anfetaminas por motoristas de caminhão em rodovias do Estado de São Paulo: um risco à ocorrência de acidentes de trânsito? Amphetamine use by truck drivers on highways of Sao Paulo State: a risk for the occurrence of traffic accidents?

    Directory of Open Access Journals (Sweden)

    Mauricio Yonamine

    2013-05-01

    Full Text Available No Brasil, é comum o uso de anfetaminas por motoristas de caminhão, o que pode culminar na ocorrência de acidentes de trânsito. O objetivo deste artigo é estimar a prevalência do uso de anfetaminas entre caminhoneiros. Motoristas (N = 134 foram abordados em duas rodovias do Estado de São Paulo e solicitados a responder um questionário, assim como a fornecer uma amostra de urina para realização de análises toxicológicas. Todos os dados foram analisados em Stata 8.0. Todos os participantes eram do sexo masculino, de idade média de 40,8 anos e de baixa escolaridade. A presença de anfetaminas foi detectada em 10,8% das amostras de urina, cujo uso foi justificado para manter a vigília durante o trabalho. O uso de anfetaminas foi detectado entre caminhoneiros em rodovias de São Paulo. Cessado o efeito estimulante, a sonolência advinda de uma possível privação de sono diminui a atenção e o bom desempenho na direção, predispondo o condutor aos acidentes de trânsito e seus custos relacionados.The use of amphetamines in Brazil is common among truck drivers, which may be an important factor in the occurrence of traffic accidents. This article seeks to estimate the prevalence of amphetamine use among truck drivers. Drivers (N = 134 were stopped on two different highways in Sao Paulo state and they were asked to answer a questionnaire and provide a urine sample for toxicological analysis. All data were analyzed on Stata 8.0. All participants were males with low levels of schooling, whose mean age was 40.8 years. The presence of amphetamines was detected in 10.8% of all urine samples collected, being commonly justified in order to make truck drivers able to maintain their state of awareness. Amphetamine use was detected among truck drivers on Sao Paulo highways. The problem is that when the stimulant effects wear off, sleepiness due to sleep deprivation reduces concentration and good driver performance, making drivers vulnerable to

  18. Synchronized flow in oversaturated city traffic

    Science.gov (United States)

    Kerner, Boris S.; Klenov, Sergey L.; Hermanns, Gerhard; Hemmerle, Peter; Rehborn, Hubert; Schreckenberg, Michael

    2013-11-01

    Based on numerical simulations with a stochastic three-phase traffic flow model, we reveal that moving queues (moving jams) in oversaturated city traffic dissolve at some distance upstream of the traffic signal while transforming into synchronized flow. It is found that, as in highway traffic [Kerner, Phys. Rev. EPLEEE81539-375510.1103/PhysRevE.85.036110 85, 036110 (2012)], such a jam-absorption effect in city traffic is explained by a strong driver's speed adaptation: Time headways (space gaps) between vehicles increase upstream of a moving queue (moving jam), resulting in moving queue dissolution. It turns out that at given traffic signal parameters, the stronger the speed adaptation effect, the shorter the mean distance between the signal location and the road location at which moving queues dissolve fully and oversaturated traffic consists of synchronized flow only. A comparison of the synchronized flow in city traffic found in this Brief Report with synchronized flow in highway traffic is made.

  19. Commercial machine vision system for traffic monitoring and control

    Science.gov (United States)

    D Agostino, Salvatore A.

    1992-03-01

    Traffic imaging covers a range of current and potential applications. These include traffic control and analysis, license plate finding, reading and storage, violation detection and archiving, vehicle sensors, and toll collection/enforcement. Experience from commercial installations and knowledge of the system requirements have been gained over the past 10 years. Recent improvements in system component cost and performance now allow products to be applied that provide cost effective solutions to the requirements for truly intelligent vehicle/highway systems (IVHS). The United States is a country that loves to drive. The infrastructure built in the 1950s and 1960s along with the low price of gasoline created an environment where the automobiles became an accessible and intricate part of American life. The United States has spent $DLR103 billion to build 40,000 highway miles since 1956, the start of the interstate program which is nearly complete. Unfortunately, a situation has arisen where the options for dramatically improving the ability of our roadways to absorb the increasing amount of traffic is limited. This is true in other countries as well as in the United States. The number of vehicles in the world increases by over 10,000,000 each year. In the United States there are about 180 million cars, trucks, and buses and this is estimated to double in the next 30 years. Urban development, and development in general, pushes from the edge of our roadways out. This leaves little room to increase the physical amount of roadway. Americans now spend more than 1.6 billion hours a year waiting in traffic jams. It is estimated that this congestion wasted 3 billion gallons of oil or 4% of the nation's annual gas consumption. The way out of the dilemma is to increase road use efficiency as well as improve mass transportation alternatives.

  20. Hydrological modeling using high resolution dem to level control on highways

    Science.gov (United States)

    Akbulut, Zeynep; Cömert, Çetin

    2016-04-01

    Floods are natural disasters that must be managed, controlled and taken precautions before it happens considering the damage they inflicted to environment and human lives. As to highways, the main vein of urban life flow, must be taken into consideration as a different entity that affected by excessive rainfalls and floods. Due to inadequate drainage that allow rainfall to form water ponds on highways cause vehicles to lose control and that lead vehicles to have traffic accidents. To reduce the traffic accidents caused by ponding waters on highways we need to know area of inundation and water depths. In this context we used FLO-2D Basic Model (2009) to hydrological modeling of Black Sea Coastal Highway with meteorological and hydrological data using a Digital Elevation Model (DEM). In this study, ponding areas on highways determined by simulating the rainfall with a high resolution DEM that can represent the actual road surface correctly. With this information, General Directorate of Highways (GDH) in Turkey can adjust the cross-sectional and longitudinal slope or build better and bigger drainage structures where water accumulated to prevent ponding. With the results obtained from Hydrological Model, GDH can rapidly control highways conformity to regulations before highways come into service. Also these ponding areas acquired by reveals where to prioritize in flood risk managements. Key Words: Area of Inundation, Digital Elevation Model, FLO-2D, Hydrological Modeling, Highway, Rainfall-Runoff Simulation, Water Depth.

  1. Traffic and Granular Flow '11

    CERN Document Server

    Buslaev, Alexander; Bugaev, Alexander; Yashina, Marina; Schadschneider, Andreas; Schreckenberg, Michael; TGF11

    2013-01-01

    This book continues the biannual series of conference proceedings, which has become a classical reference resource in traffic and granular research alike. It addresses new developments at the interface between physics, engineering and computational science. Complex systems, where many simple agents, be they vehicles or particles, give rise to surprising and fascinating phenomena.   The contributions collected in these proceedings cover several research fields, all of which deal with transport. Topics include highway, pedestrian and internet traffic, granular matter, biological transport, transport networks, data acquisition, data analysis and technological applications. Different perspectives, i.e. modeling, simulations, experiments and phenomenological observations, are considered.

  2. 76 FR 6690 - Highway Systems; Technical Correction

    Science.gov (United States)

    2011-02-08

    .... FOR FURTHER INFORMATION CONTACT: Stefan Natzke, National Systems and Economic Development Team, (202... document can be used to cross reference this action with the Unified Agenda. List of Subjects in 23 CFR...)(1), and footnote 1 to read as follows: Sec. 470.105 Urban area boundaries and highway functional...

  3. The Impacts of Highway Expansion on Population Change: An Integrated Spatial Approach

    Science.gov (United States)

    Chi, Guangqing

    2010-01-01

    The effects of highways on transforming human society and promoting population change have been investigated in several disciplines, including geography, sociology, economics, and planning. Currently, the primary highway construction activity in the nation is highway expansion; however, this expansion has not been the focus of much of the existing…

  4. Accident prediction model for public highway-rail grade crossings.

    Science.gov (United States)

    Lu, Pan; Tolliver, Denver

    2016-05-01

    Considerable research has focused on roadway accident frequency analysis, but relatively little research has examined safety evaluation at highway-rail grade crossings. Highway-rail grade crossings are critical spatial locations of utmost importance for transportation safety because traffic crashes at highway-rail grade crossings are often catastrophic with serious consequences. The Poisson regression model has been employed to analyze vehicle accident frequency as a good starting point for many years. The most commonly applied variations of Poisson including negative binomial, and zero-inflated Poisson. These models are used to deal with common crash data issues such as over-dispersion (sample variance is larger than the sample mean) and preponderance of zeros (low sample mean and small sample size). On rare occasions traffic crash data have been shown to be under-dispersed (sample variance is smaller than the sample mean) and traditional distributions such as Poisson or negative binomial cannot handle under-dispersion well. The objective of this study is to investigate and compare various alternate highway-rail grade crossing accident frequency models that can handle the under-dispersion issue. The contributions of the paper are two-fold: (1) application of probability models to deal with under-dispersion issues and (2) obtain insights regarding to vehicle crashes at public highway-rail grade crossings.

  5. Connectivity of Highway Vehicular Networks

    OpenAIRE

    Gramaglia, Marco; Trullols-Cruces, Oscar; Naboulsi, Diala; Fiore, Marco; Calderon, Maria

    2014-01-01

    National audience; There is a growing need for vehicular mobility datasets that can be employed in the simulative evaluation of protocols and architectures designed for upcoming vehicular networks. Such datasets should be realistic, publicly available, and heterogeneous, i.e., they should capture varied traffic con- ditions. In this paper, we contribute to the ongoing effort to define such mobility scenarios by introducing a novel set of traces for vehicular network simulation. Our traces are...

  6. DETERMINED MODEL FOR COORDINATED REGULATION OF MOTOR TRANSPORT MOVEMENT ON HIGHWAY WITH T-SHAPE CROSSROADS

    Directory of Open Access Journals (Sweden)

    V. N. Shut

    2009-01-01

    Full Text Available The paper examines variants of higher control efficiency in respect of road traffic by creating coordinated regulation  with the help of a determined module. Model application conditions have been determined for specific traffic situations with due account of transport-pedestrian load. The paper contains proposals for the model optimization directed on reduction of  motor vehicle delay in front of the in-traffic light  stop-line along the main highway direction.

  7. Modeling worldwide highway networks

    Science.gov (United States)

    Villas Boas, Paulino R.; Rodrigues, Francisco A.; da F. Costa, Luciano

    2009-12-01

    This Letter addresses the problem of modeling the highway systems of different countries by using complex networks formalism. More specifically, we compare two traditional geographical models with a modified geometrical network model where paths, rather than edges, are incorporated at each step between the origin and the destination vertices. Optimal configurations of parameters are obtained for each model and used for the comparison. The highway networks of Australia, Brazil, India, and Romania are considered and shown to be properly modeled by the modified geographical model.

  8. Brief Analysis on Highway Construction and Urban Development

    Institute of Scientific and Technical Information of China (English)

    Chen; XU; Zhongxiang; YU

    2013-01-01

    On the basis of studying influence of means of transportation on urban distribution and form,this paper focuses on influence of highway on modern urban areas. Results show that construction of highway accelerates urbanization,forms organic traffic network connecting large, medium and small cities and towns,and promotes development of modern urban agglomeration. Finally,it presents rational ideas of strengthening planning,integrating urban and rural development,preventing blind expansion of urban areas,and building ecological and garden cities.

  9. Capacity of Multi-vehicle-types Mixed Traffic Flow

    Institute of Scientific and Technical Information of China (English)

    LI Wen-quan; WANG Wei; DENG Wei

    2001-01-01

    Based on the gap acceptance theory, the mixed traffic flow composed of r representative typesflows on the unsignalized intersection is set up. It is an extension of capacity model for one type vehicletraffic flow, and it is very fitter to the Chinese highway traffic condition than the other models.

  10. The Lincoln Highway in Utah

    Data.gov (United States)

    US Fish and Wildlife Service, Department of the Interior — This guidebook is on the Lincoln Highway in the state of Utah. Its purpose is to describe as closely as possible the original route of the Highway, the major changes...

  11. Traffic and Granular Flow ’07

    CERN Document Server

    Chevoir, François; Gondret, Philippe; Lassarre, Sylvain; Lebacque, Jean-Patrick; Schreckenberg, Michael

    2009-01-01

    This book covers several research fields, all of which deal with transport. Three main topics are treated: road traffic, granular matter, and biological transport. Different points of view, i.e. modelling, simulations, experiments, and phenomenological observations, are considered. Sub-topics include: highway or urban vehicular traffic (dynamics of traffic, macro/micro modelling, measurements, data analysis, security issues, psychological issues), pedestrian traffic, animal traffic (e.g. social insects), collective motion in biological systems (molecular motors...), granular flow (dense flows, intermittent flows, solid/liquid transition, jamming, force networks, fluid and solid friction), networks (biological networks, urban traffic, the internet, vulnerability of networks, optimal transport networks) and cellular automata applied to the various aforementioned fields.

  12. 11th Traffic and Granular Flow Conference

    CERN Document Server

    Daamen, Winnie

    2016-01-01

    The Conference on Traffic and Granular Flow brings together international researchers from different fields ranging from physics to computer science and engineering to discuss the latest developments in traffic-related systems. Originally conceived to facilitate new ideas by considering the similarities of traffic and granular flow, TGF'15, organised by Delft University of Technology, now covers a broad range of topics related to driven particle and transport systems. Besides the classical topics of granular flow and highway traffic, its scope includes data transport (Internet traffic), pedestrian and evacuation dynamics, intercellular transport, swarm behaviour and the collective dynamics of other biological systems. Recent advances in modelling, computer simulation and phenomenology are presented, and prospects for applications, for example to traffic control, are discussed. The conference explores the interrelations between the above-mentioned fields and offers the opportunity to stimulate interdisciplinar...

  13. Highways: Interstate, US & State

    Data.gov (United States)

    Earth Data Analysis Center, University of New Mexico — This dataset contains lines for all highways in the state of New Mexico. It is in a vector digital data structure digitized from a USGS 1:500,000 scale map of the...

  14. Road traffic injury among young people in Vietnam: evidence from two rounds of national adolescent health surveys, 2004–2009

    Directory of Open Access Journals (Sweden)

    Linh Cu Le

    2013-01-01

    Full Text Available Background: Based on previous data, road traffic injury (RTI was a leading cause of non-fatal injury in all-age groups in Vietnam, and among the top causes of injury in children and adolescents. Specific analysis on RTIs in young people, however, has yet to be fully investigated. Using the results of two surveys in 2004 and 2009, the present study aims to describe the current situation of non-fatal, unintentional RTIs among Vietnamese youths. In addition, it explores RTI-related risk and protective factors. Methods: This study utilized the nationally representative Survey Assessment of Vietnamese Youth 2009 (SAVY2 of 10,044 youths aged 14 to 25 from all 63 provinces in Vietnam. The indicators were compared with data from SAVY1 in 2004 of 7,584 youths. Bivariate and multivariable statistical techniques were applied. Results: Overall, 75% of youths used a motorcycle in SAVY2 compared with 54.2% in SAVY1. Of the SAVY2 sample, the proportion that had experienced an RTI was 10.6% vs. 14.1% in SAVY1. While the proportion of RTIs for both sexes decreased, the decline was greater for males (11.9% vs. 17.8% in SAVY1 than in females (9.2% vs. 10.4%. The proportion of rural youths aged 22–25 who experienced an RTI increased slightly in the 5 years between the two study intervals. The percentage of youths reporting frequent helmet use increased significantly from 26.2% in SAVY1 to 73.6% in SAVY2. Factors related to the likelihood of ever having experienced an RTI included: older age, male, ever being drunk, and ever riding motorcycles after drinking. Conclusion: While improvements in RTIs appear to have occurred between 2004 and 2009, more attention should be paid, particularly, in maintenance and supervision of law enforcement to helmet use and drunk driving.

  15. The development of an ecological approach to manage the pollution risk from highway runoff.

    Science.gov (United States)

    Crabtree, B; Dempsey, P; Johnson, I; Whitehead, M

    2009-01-01

    In the UK, the Highways Agency is responsible for operating, maintaining and improving the strategic road network in England. One focus of the Highways Agency's ongoing research into the nature and impact of highway runoff is aimed at ensuring that the Highways Agency will meet the requirements of the EU Water Framework Directive. A research programme, undertaken in partnership with the Environment Agency, is in progress to develop a better understanding of pollutants in highway runoff and their ecological impact. The paper presents the outcome of a study to: (1) monitor pollutants in highway runoff under different climate and traffic conditions; (2) develop standards to assess potential ecological risks from soluble pollutants in highway runoff; and (3) develop a model to predict pollutant concentrations in highway runoff. The model has been embedded in a design tool incorporating risk assessment procedures and receiving water standards for soluble and insoluble pollutants--the latter has been developed elsewhere in another project within the research programme. The design tool will be used to support improved guidance on where, and to what level, treatment of runoff is required for highway designers to manage the risk of ecological impact from highway runoff.

  16. Assessment of traffic impact on future cooperative driving systems: challenges and considerations

    NARCIS (Netherlands)

    Liu, F.; Pueboobpaphan, R.; van Arem, Bart; A. Vinel, B. Sokolov, V. Vishnevsky,; S. Balandin, G. Yanovsky, Y. Koucheryavy,

    2009-01-01

    Connect & Drive is a start-up project to develop a cooperative driving system and improve the traffic performance on Dutch highways. It consists of two interactive subsystems: cooperative adaptive cruise control (CACC) and connected cruise control (CCC). To assess the traffic performance, a traffic

  17. Design of Traffic Signs and Markings in France Road Traffic Engineering%法国公路交通工程标志标线设计

    Institute of Scientific and Technical Information of China (English)

    陈智俊; 李勇; 张晟斌

    2011-01-01

    研究目的:道路交通标志、标线是交通安全设施的一个重要组成部分,是最有效的引导车辆规范行驶的方式之一,可显著降低交通事故,提高交通效率.本文简要介绍了法国交通工程标志、标线的一些基本设计原则、理念及使用材料,希望能为我国公路设计工作者对海外公路项目设计提供有益的借鉴.研究结论:(1)为便利国际道路交通和提高道路的安全性,法国道路标志系统的建立遵循联合国制定的《道路交通公约》与《道路交通标志与信号公约》;(2)非洲公路交通工程体系一般采用欧洲国家标准;(3)我国交通工程体系与国外存在一定差异,但正在逐步与国际接轨;(4)我国标线施工机械与材料研制起步晚,与发达国家有一定的差距,应加大开发力度.%Research purposes: Road traffic signs and markings are important parts in the Traffic safety facilities, they are the most effective way of guiding vehicle along the way, which also can significantly reduce traffic accidents and improve transport efficiency. In this paper,, introduced some basic design principles, concepts and materials in french traffic engineering, which can be useful to China's highway designer and be helpful to develop overseas highway project. Research conclusions: (1) For the purpose of facilitating regional Traffic and improving road safety, France joined the "Convention on Road Traffic" and "Convention on Road Signs and Signals" which were formulated by United Nations . (2) Traffic system in Africa road usually adopted the Europe standards. (3) There are some differences between homeland and oversea in traffic engineering system, but it is gradually in line with oversea' s. (4) The construction machine and materials of traffic markings are developed more slowly in our country, there is disparity with the developed countries, and we should accelerate the development step in research area.

  18. Effect of a major highway on the spatial and temporal variation in the structure and diversity of the avifauna of a tropical premontane rain forest

    OpenAIRE

    Ávalos, Gerardo; Bermúdez, Esteban

    2016-01-01

    Roads immersed in conservation areas will increase in number, size, and traffic over the next decade, and thus, understanding their effects on forest-dependent wildlife is crucial for improving current management practices and reducing the negative impacts of roads on sensitive species. We examined the influence of route 32 (a.k.a. Guápiles Highway) on temporal and spatial changes in the structure of the avifauna of Braulio Carrillo National Park, Costa Rica, a site crossed by this road along...

  19. Effect of a major highway on the spatial and temporal variation in the structure and diversity of the avifauna of a tropical premontane rain forest

    OpenAIRE

    Ávalos, Gerardo; Bermúdez, Esteban

    2016-01-01

    Roads immersed in conservation areas will increase in number, size, and traffic over the next decade, and thus, understanding their effects on forest-dependent wildlife is crucial for improving current management practices and reducing the negative impacts of roads on sensitive species. We examined the influence of route 32 (a.k.a. Guápiles Highway) on temporal and spatial changes in the structure of the avifauna of Braulio Carrillo National Park, Costa Rica, a site crossed by this road along...

  20. Controlling Disorder in Traffic Flow by Perturbation

    Institute of Scientific and Technical Information of China (English)

    LIKe-Ping; GAOZi-You; CHENTian-Lun

    2004-01-01

    We propose a new technique for controlling disorder in traffic system. A kind of control signal which can be considered as a perturbation has been designated at a given site (perturbation point) of the single-lane highway. When a vehicle passes the perturbation point at a time, the velocity of the vehicle will be changed at the next time by the perturbation. This technique is tested for the deterministic NaSch traffic model. The simulation results indicate that the traffic system can be transited from the disorder states to the order states, such as fixed-point, periodic motion, etc.

  1. Delay of Vehicle Motion in Traffic Dynamics

    CERN Document Server

    Bando, M; Nakanishi, K; Nakayama, A; Bando, Masako; Hasebe, Katsuya; Nakanishi, Ken; Nakayama, Akihiro

    1996-01-01

    We demonstrate that in Optimal Velocity Model (OVM) delay times of vehicles coming from the dynamical equation of motion of OVM almost explain the order of delay times observed in actual traffic flows without introducing explicit delay times. Delay times in various cases are estimated: the case of a leader vehicle and its follower, a queue of vehicles controlled by traffic lights and many-vehicle case of highway traffic flow. The remarkable result is that in most of the situation for which we can make a reasonable definition of a delay time, the obtained delay time is of order 1 second.

  2. Research on fast ecological restoration technology of high and steep rocky slope of highway

    Science.gov (United States)

    Qin, Xin

    2017-08-01

    Along with the development of the western region, the traffic construction in mountainous areas is booming. In the infrastructure, it produced a large number of secondary bare land. Soil erosion is serious. Based on the literature search and analysis of the domestic and international slope ecological restoration technology, this paper proposes a fast and efficient adaptive highway high steep rock slope ecological restoration technology (it has been authorized by the national patent). And it states the systemic structure, working principle and key construction technology. The ecological restoration technique combines the growth characteristics of the vegetation and the characteristics of the rock mass, which not only improves the survival rate of plants, but also stable slope. The results of this study make up for the shortcomings of the existing ecological restoration technology of slope. Compared with the prior art, which have obvious advantages and suitable for the ecological restoration of high steep rock slope.

  3. 208国道司庄二号大桥病害分析及加固措施%Diseases analysis and reinforcement measures Sizhuang No. 2 big bridge of 208 national highway

    Institute of Scientific and Technical Information of China (English)

    胡芳

    2012-01-01

    在分析208国道司庄二号大桥病害情况的基础上,列举了病害产生原因,通过验算分析提出了桥梁维修加固措施,并根据加固设计进行了加固效果验算,结果表明:加固后提高了新增两铰拱的抗弯承载能力,满足了规范要求。%On the basis of analysing on diseases situations of Sizhuang No. 2 big bridge of 208 national highway, this paper listed the diseases causes, through the checking analysis proposed bridge repair and reinforcement measures, and according to the reinforcement design made rein-forcement checking calculation, the results showed that after reinforcement increased the bending bearing capacity of additional two hinged arch, met the requirements of specification.

  4. SAFETY-BASED CAPACITY ANALYSIS FOR CHINESE HIGHWAYS

    Directory of Open Access Journals (Sweden)

    Ping YI, Ph.D.

    2004-01-01

    Full Text Available Many years of research have led to the development of theories and methodologies in roadway capacity analysis in the developed countries. However, those resources coexist with roadway design and traffic control practices in the local country, and cannot be simply transferred to China for applications. For example, the Highway Capacity Manual in the United State describes roadway capacity under ideal conditions and estimates practical capacities under prevailing conditions in the field. This capacity and the conditions for change are expected to be different on Chinese roadways as the local roadway design (lane width, curves and grades, vehicle size, and traffic mix are different. This research looks into an approach to the capacity issue different from the Highway Capacity Manual. According to the car-following principle, this paper first describes the safety criteria that affect traffic operations. Several speed schemes are subsequently discussed as they are affected by the maximum speed achievable under the local conditions. The study has shown that the effect of geometric and traffic conditions can be effectually reflected in the maximum speed adopted by the drivers. For most Chinese highways without a posted speed limit, the choice of speed by the drivers from the safety prospective is believed to have incorporated considerations of the practical driving conditions. Based on this, a condition for capacity calculation is obtained by comparing the desired vs. safety-based distance headways. The formulations of the model are mathematically sound and physically meaningful, and preliminary testing of the model is encouraging. Future research includes field data acquisition for calibration and adjustment, and model testing on Chinese highways.

  5. 32 CFR 634.25 - Installation traffic codes.

    Science.gov (United States)

    2010-07-01

    ... 32 National Defense 4 2010-07-01 2010-07-01 true Installation traffic codes. 634.25 Section 634.25... CRIMINAL INVESTIGATIONS MOTOR VEHICLE TRAFFIC SUPERVISION Traffic Supervision § 634.25 Installation traffic codes. (a) Installation or activity commanders will establish a traffic code for operation of motor...

  6. 32 CFR 634.24 - Traffic planning and codes.

    Science.gov (United States)

    2010-07-01

    ..., and points of congestion. The installation law enforcement officer and traffic engineer usually... 32 National Defense 4 2010-07-01 2010-07-01 true Traffic planning and codes. 634.24 Section 634.24... CRIMINAL INVESTIGATIONS MOTOR VEHICLE TRAFFIC SUPERVISION Traffic Supervision § 634.24 Traffic planning...

  7. Brochure "towards a sustainable safe traffic system in the Netherlands : National Road Safety Investigation 1990-2010".

    NARCIS (Netherlands)

    SWOV Institute for Road Safety Research

    1995-01-01

    The Netherlands is one of the safety countries on earth when it comes to traffic on the road. Nevertheless, the Dutch government has set road safety targets: 50% fewer fatalities and 40% fewer hospital admissions resulting from road accidents by the year 2010. The SWOV Institute for Road Safety Rese

  8. Traffic and Granular Flow ’03

    CERN Document Server

    Luding, Stefan; Bovy, Piet; Schreckenberg, Michael; Wolf, Dietrich

    2005-01-01

    These proceedings are the fifth in the series Traffic and Granular Flow, and we hope they will be as useful a reference as their predecessors. Both the realistic modelling of granular media and traffic flow present important challenges at the borderline between physics and engineering, and enormous progress has been made since 1995, when this series started. Still the research on these topics is thriving, so that this book again contains many new results. Some highlights addressed at this conference were the influence of long range electric and magnetic forces and ambient fluids on granular media, new precise traffic measurements, and experiments on the complex decision making of drivers. No doubt the “hot topics” addressed in granular matter research have diverged from those in traffic since the days when the obvious analogies between traffic jams on highways and dissipative clustering in granular flow intrigued both c- munities alike. However, now just this diversity became a stimulating feature of the ...

  9. Intelligent Model for Traffic Safety Applications

    Directory of Open Access Journals (Sweden)

    C. Chellappan

    2012-01-01

    Full Text Available Problem statement: This study presents an analysis on road traffic system focused on the use of communications to detect dangerous vehicles on roads and highways and how it could be used to enhance driver safety. Approach: The intelligent traffic safety application model is based on all traffic flow theories developed in the last years, leading to reliable representations of road traffic, which is of major importance in achieving the attenuation of traffic problems. The model also includes the decision making process from the driver in accelerating, decelerating and changing lanes. Results: The individuality of each of these processes appears from the model parameters that are randomly generated from statistical distributions introduced as input parameters. Conclusion: This allows the integration of the individuality factor of the population elements yielding knowledge on various driving modes at wide variety of situations.

  10. Estimating Emissions from Railway Traffic

    DEFF Research Database (Denmark)

    Jørgensen, Morten W.; Sorenson, Spencer C.

    1998-01-01

    Several parameters of importance for estimating emissions from railway traffic are discussed, and typical results presented. Typical emissions factors from diesel engines and electrical power generation are presented, and the effect of differences in national electrical generation sources...... illustrated as well as the degree of electrification for different countries. Traffic parameters such as passenger occupancy rates, per capita freight and passenger traffic are presented for European conditions. The relationship between average train speed and distance between stops is shown for a variety...

  11. Highway construction and ecological protection%公路建设与生态保护

    Institute of Scientific and Technical Information of China (English)

    马翊

    2009-01-01

    Aiming at the importance of the relationship between highway construction and environment protection, and the current highway construction has negative influence on ecological environment, the author describes measures of protecting ecological environment along the highway from aspects of highway project planning design and project construction, thus letting the highway traffic construction coordinate with environment construction.%针对公路建设与环境保护之间关系的重要性以及目前公路建设存在的对生态环境造成的负面影响,分别从公路工程规划设计及工程施工两方面阐述了保护公路沿线生态环境的措施,从而使道路交通建设与环境建设相协调.

  12. Overtaking Safety Evaluation and Setting of Auxiliary Lane on Two-Lane Highway in China

    Directory of Open Access Journals (Sweden)

    Guozhu Cheng

    2016-01-01

    Full Text Available Overtaking experiments on four two-lane highways were conducted. The data of overtaking conflict time (the time difference between the time of driving back to the original lane and the time of meeting with the first opposing vehicle and experimental drivers’ risk feeling were observed. Membership was adopted to denote the experimental drivers’ risk feelings which also denote the severity of traffic conflict. Membership ranges from 0 to 1 and corresponding risk becomes higher; that is, traffic conflict becomes more serious. According to the observed relationship between overtaking conflict time, and drivers’ risk feeling membership, Cauchy distribution function was adopted as membership function. The thresholds of the severity of traffic conflict were determined through Delphi method. The relationship model among traffic volume, overtaking conflict time and design speed was established according to experimental data. Then the idea of setting auxiliary lane on two-lane highway in China was presented. And the traffic volume values that need setting auxiliary lane corresponding to different design speed and traffic conflict degree were given according to the established model. It is expected to improve the traffic safety level of two-lane highway in China through setting auxiliary lane.

  13. Road traffic accidents; An observational and analytical study exploring the hidden truths in Pakistan and South East-Asian Countries

    Directory of Open Access Journals (Sweden)

    Tabish Hussain1, Li Yu Shu

    2011-01-01

    Full Text Available Despite national traffic legislation and known safety benefits of traffic laws, awareness remains low in Pakistan. Study aim was to determine level of knowledge about traffic legislation and attitudes towards their observation in capital city Islamabad to provide baseline data for formulation of an intervention aimed at strengthening road safety law enforcement. Survey-Analysis with Random Observational study was conducted by using standard survey questionnaire focusing Roadsafety awareness levels and use of helmets/seatbelts on MainRoads and StreetRoads.Drivers/passengers/pedestrian were randomly selected to participate in face-to-face interview to ascertain attitudes. Overall, Deficient Road-Safety Awareness was at top(27%followed by wrong use/no use of seatbelts/helmets(21% and legislative aspects were at last(17%including under-age driving,vehicles without fitness and licensure problems exploring the bitter hidden truths. Actions areas for preventing Road Traffic Accidents(RTAs include interventions to improve road-safety education, identification /implementation of safety measures for traffic black-spots, enforcement of seatbelt/helmet laws and the development of highway ordinances. PRECAUTION IS BETTER THAN CURE as Road Traffic Accidents are 100% preventable.

  14. Spatiotemporal and random parameter panel data models of traffic crash fatalities in Vietnam.

    Science.gov (United States)

    Truong, Long T; Kieu, Le-Minh; Vu, Tuan A

    2016-09-01

    This paper investigates factors associated with traffic crash fatalities in 63 provinces of Vietnam during the period from 2012 to 2014. Random effect negative binomial (RENB) and random parameter negative binomial (RPNB) panel data models are adopted to consider spatial heterogeneity across provinces. In addition, a spatiotemporal model with conditional autoregressive priors (ST-CAR) is utilised to account for spatiotemporal autocorrelation in the data. The statistical comparison indicates the ST-CAR model outperforms the RENB and RPNB models. Estimation results provide several significant findings. For example, traffic crash fatalities tend to be higher in provinces with greater numbers of level crossings. Passenger distance travelled and road lengths are also positively associated with fatalities. However, hospital densities are negatively associated with fatalities. The safety impact of the national highway 1A, the main transport corridor of the country, is also highlighted.

  15. 77 FR 35112 - Petition To Modify an Exemption of a Previously Approved Antitheft Device; Ford Motor Company

    Science.gov (United States)

    2012-06-12

    ... National Highway Traffic Safety Administration Petition To Modify an Exemption of a Previously Approved Antitheft Device; Ford Motor Company AGENCY: National Highway Traffic Safety Administration (NHTSA... antitheft device. SUMMARY: On January 13, 2011, the National Highway Traffic Safety Administration...

  16. CDC Vital Signs: Child Passenger Safety

    Science.gov (United States)

    ... Academy of Pediatrics. Graphic design: adapted from National Highway Traffic Safety Administration. Top of Page What Can Be ... 0:60 seconds] On Other Web Sites National Highway Traffic Safety Administration: Parents Central National Highway Traffic Safety ...

  17. Response of benthic macroinvertebrate communities to highway construction in an Appalachian watershed

    Science.gov (United States)

    Hedrick, Lara B.; Welsh, S.A.; Anderson, James T.; Lin, L.-S.; Chen, Y.; Wei, X.

    2010-01-01

    Highway construction in mountainous areas can result in sedimentation of streams, negatively impacting stream habitat, water quality, and biotic communities. We assessed the impacts of construction of a segment of Corridor H, a four-lane highway, in the Lost River watershed, West Virginia, by monitoring benthic macroinvertebrate communities and water quality, before, during, and after highway construction and prior to highway use at upstream and downstream sites from 1997 through 2007. Data analysis of temporal impacts of highway construction followed a Before-After-Control-Impact (BACI) study design. Highway construction impacts included an increase in stream sedimentation during the construction phase. This was indicated by an increase in turbidity and total suspended solids. Benthic macroinvertebrate metrics indicated a community more tolerant during and after construction than in the period before construction. The percent of Chironomidae and the Hilsenhoff Biotic Index (HBI) increased, while percent of Ephemeroptera, Plecoptera, and Trichoptera (EPT) decreased. Our 10-year study addressed short-term impacts of highway construction and found that impacts were relatively minimal. A recovery of the number of EPT taxa collected after construction indicated that the benthic macroinvertebrate community may be recovering from impacts of highway construction. However, this study only addressed a period of 3 years before, 3 years during, and 4 years post construction. Inferences cannot be made concerning the long-term impacts of the highway, highway traffic, runoff, and other factors associated with highway use. Continual monitoring of the watershed is necessary to determine if the highway has a continual impact on stream habitat, water quality, and biotic integrity. ?? 2010 Springer Science+Business Media B.V.

  18. Highways of hope

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    2007-08-15

    It is hoped that through public-private partnerships between Alpha Natural Resources and Pioneer Group and Virginia Department of Transportation, and between one of these coal companies and Buchanan County, Virginia, Industrial Development Authority a four-lane 'highway of hope' between Lovers Gap and Poplar Gap will be paved and a ridge top connector route will eventually be completed to Bull Gap where it will intersect with the Coalfields Expressway and US 460. The town of Grundy is also looking into strip mining coal from beneath the small mountaintop airport at Lovers Gap and turning it into a regional airport. The article discusses these plans. 4 photos.

  19. Traffic load modelling and factors influencing the accuracy of predicted extremes

    National Research Council Canada - National Science Library

    O'Connor, Alan; O'Brien, Eugene J

    2005-01-01

    .... Advances in weigh-in-motion (WIM) technology, i.e., the process of weighing trucks travelling at full highway speeds, have increased the availability of accurate and unbiased site-specific traffic records...

  20. The Characteristics of Road Traffic Fatalities in Kazakhstan's Semey Region, 2006-2010: A Descriptive Retrospective Study.

    Directory of Open Access Journals (Sweden)

    Ayan Myssayev

    2014-06-01

    Full Text Available Kazakhstan, a developing middle-income country, has the highest road traffic collision (RTC mortality in the European Region. The aims of this study were to determine main characteristics of road traffic fatalities in Semey region, Kazakhstan and to compare findings with National data and middle-income European countries.This descriptive surveillance study assesses RTC mortality rates and epidemiology in the Semey Region of East Kazakhstan Oblast. Data of all 318 road traffic fatalities form the Semey Regional Center for Forensic Medicine were analyzed for the 5-year period of January 1, 2006 through December 31, 2010.Over the study period, the average road traffic mortality in the Semey Region was 12.1 per 100,000 population with downward trend by 35.1% (p=0.002. The victims mean age was 37.1 (SD=17 years. Males predominated at 74.5%. Vehicle fatality was the most common mode of fatality at 61.3%. The majority of collisions, 53.1%, occurred on highways. Most victims, 67.3%, have died at the scene of collision; in 67.3% of fatalities, autopsies identified multiple injuries as cause of death. The high number of fatal collisions took place in "no snow" season (P<0.001, with an overall 5-years downward dynamic.High proportion of males, pedestrians and car occupants among road traffic fatalities; high proportion of death on scene in case of highway collisions are specifics for Semey region, Kazakhstan. These findings can be used to formulate preventive strategies to reduce fatalities and to improve the medical care system for road traffic fatalities.

  1. Optimizing Traffic Operation in Designing Specific Upgrades

    Directory of Open Access Journals (Sweden)

    Ebrahim Sangsefidi

    2015-01-01

    Full Text Available Transport forms one of the primary needs in all categories of the population in modern society; it is of paramount concern for traffic engineers, transport planners, and policy makers to understand and evaluate the quality of service being provided by the transport facilities designed by them. This paper presents an investigation in profile geometric design and traffic flow operation on two-lane two-way highways and provides analyses that will help in a better understanding of traffic operation on these facilities to select the optimum profile configuration. The effects of influencing parameters consisting of grade, length of grade, traffic composition, and traffic volume are evaluated and finally a systematic procedure to evaluate flow rate under the base condition is presented. Finally, based on these achievements an algorithm is introduced to select optimum Finished Ground of profile view. Results show that the percentage of heavy vehicles has a contributing effect on traffic operation so that the optimum profile configuration is incredibly affected by this factor. Source data have been obtained from Highway Capacity Manual (HCM as a pioneer document in respect of quantifying the concept of capacity for a transport facility.

  2. 75 FR 18014 - Federal Highway Administration

    Science.gov (United States)

    2010-04-08

    ... From the Federal Register Online via the Government Publishing Office DEPARTMENT OF TRANSPORTATION Federal Highway Administration AGENCY: Federal Highway Administration (FHWA), DOT. ACTION: Notice of...: Federal Highway Administration, Kentucky Division: Mr. Greg Rawlings, Transportation Specialist, 330...

  3. 78 FR 9771 - Federal Highway Administration

    Science.gov (United States)

    2013-02-11

    ... Federal Highway Administration Notice of Final Federal Agency Action on Proposed Transportation Project in Illinois and Indiana AGENCY: Federal Highway Administration (FHWA), DOT. ACTION: Notice of limitation on..., Federal Highway Administration, 3250 Executive Park Drive, Springfield, Illinois 62703, Phone: (217)...

  4. Stormwater Management: Calculation of Traffic Area Runoff Loads and Traffic Related Emissions

    Directory of Open Access Journals (Sweden)

    Maximilian Huber

    2016-07-01

    Full Text Available Metals such as antimony, cadmium, chromium, copper, lead, nickel, and zinc can be highly relevant pollutants in stormwater runoff from traffic areas because of their occurrence, toxicity, and non-degradability. Long-term measurements of their concentrations, the corresponding water volumes, the catchment areas, and the traffic volumes can be used to calculate specific emission loads and annual runoff loads that are necessary for mass balances. In the literature, the annual runoff loads are often specified by a distinct catchment area (e.g., g/ha. These loads were summarized and discussed in this paper for all seven metals and three types of traffic areas (highways, parking lots, and roads; 45 sites. For example, the calculated median annual runoff loads of all sites are 355 g/ha for copper, 110 g/ha for lead (only data of the 21st century, and 1960 g/ha for zinc. In addition, historical trends, annual variations, and site-specific factors were evaluated for the runoff loads. For Germany, mass balances of traffic related emissions and annual heavy metal runoff loads from highways and total traffic areas were calculated. The influences on the mass fluxes of the heavy metal emissions and the runoff pollution were discussed. However, a statistical analysis of the annual traffic related metal fluxes, in particular for different traffic area categories and land uses, is currently not possible because of a lack of monitoring data.

  5. "Qualitative and Quantitative Study of Heavy Metals in Runoff of Highways of Tehran"

    Directory of Open Access Journals (Sweden)

    J Nouri

    2002-08-01

    Full Text Available Environmental pollution of soil, plants and deposits around highways endanger urban environment through heavy metals as the by-products of vehicles and urban industries along with other pollutants. In this research, three main highways of Tehran city; namely Shahid Chamran, Shahid Hemmat and Yadegar Emam which had the highest rate of vehicle transportation were selected and required sampling was performed in various distances and specific spots. After preparation of the sample by applying standard method, the concentration of 5 metals such as; lead, cadmium, nickel, zinc and copper were measured by means of atomic absorption spectrophotometer–flame absorption. The TSS, TS, sodium and potassium contents were measured as well. The results showed the presence of maximum zinc contents ranging from 0.86 to 5.85 mg l-1 and lead contents of 0.6 to6.5 mg/l, both as the highest metal contents in the three highways. On the other hand, the average concentration of total heavy metals found in the highways were measured for the 5 metals and showed the degree of pollution in Chamran highway, with 3.294 mg/l zinc, 3.06 mg/l lead, 0.210 mg/l copper, 0.127 mg/l nickel and 0.058 mg/l cadmium concentrations. Nevertheless, the heavy metals concentration in Hemmat highway had the minimum amount. It seemed that the high degree of pollution in Chamran highway is due to very heavy and lengthy traffic in this highway, since it is located in the central part of Tehran. It also joins northern part of the city to the downtown area and tolerates a heavy traffic jam of vehicles. In addition, due to the slow traffic move and long stops in Chamran highway, tires undergo more abrasion due to repeated brakes and this intensifies, zinc discharge and lead releases from automobile fuels, all of which are being factors that lead to an increase in the metals contents of runoffs of Chamran highway. The aforementioned subject matters reveal urban management’s need to arrange for

  6. Highway Design on the Sections Affected by Aquaplaning

    Directory of Open Access Journals (Sweden)

    Aleksandr Reznik

    2011-04-01

    Full Text Available Pouring rain, snow melting, water condensing, fog and other natural phenomena cause the collection of water on roadway pavement, leading to the decrease of road-holding capacity of a tyre.When a car or a light truck is moving at a high speed on wet road pavement, the water under its wheels cannot be expelled in time.It results in raising of the front wheels of the vehicle above the road surface under the action of a hydrodynamic force and loss of vehicle control.The methods ensuring traffic safety on road sections, where vehicle’s aquaplaning is possible, should be developed by identifying and improving these sections at the stages of highway design, reconstruction and maintenance and by limiting traffic speed of vehicles.Keywords: vehicle, road, road-holding capacity, aquaplaning, reconstruction, maintenance, traffic safety.DOI: 10.3846/mla.2009.6.06

  7. PETROCHEMICAL EMISSIONS PRODUCED BY THE OBJECTS OF THE AUTOMOBILE AND HIGHWAY COMPLEX

    Directory of Open Access Journals (Sweden)

    V. Iurchenko

    2015-12-01

    Full Text Available As a result of experimental researches it was established that the flow of petrochemicals from the ob-jects of the automobile and highway complex that spreads over the adjoining roadside areas corre-lates with the traffic intensity at objects of the same applicability. The highest specific flow of petro-chemicals (per 1 vehicle of traffic is emitted by gas stations.

  8. Evaluation for Highway Safety Based on Matter Element Analysis%基于物元分析的公路交通安全评价

    Institute of Scientific and Technical Information of China (English)

    安冠宇; 唐伯明; 唐江; 刘唐志

    2011-01-01

    The evaluation for highway traffic safety is a complicated problem with multiple objects and multiple attributes. This paper establishes a evaluation index system for highway traffic safety by screening relevant factors influencing highway traffic safety basd on road conditions. The paper utilizes the matter element theory to establish an evaluation model for highway traffic safety and evaluates one first -class highway in Yunnan by means of this model. The eveluation result shows that this matter element model can better provide assessment results for traffic safety levels and can reflect comprehensive level of highway traffic safety in a rather complete way.%公路交通安全评价是一个多目标、多属性的复杂问题.基于道路条件筛选影响公路交通安全的相关因素,构建公路交通安全评价指标体系.运用物元理论,建立公路交通安全评价模型,并运用该模型对云南某1级公路进行评价.评价结果表明,该物元模型可较好地给出交通安全等级评定结果,且能够较完整地反映公路交通安全的综合水平.

  9. Traffic Infrastructure in the Development of the Croatian Traffic System

    Directory of Open Access Journals (Sweden)

    Damir Šimulčik

    2012-10-01

    Full Text Available The absence of a long-term traffic policy and of the policyof financing the constntction and maintenance of traffic infrastructurefacilities, represents a synthesis of numerous unresolvedrelations whose negative effects are felt in the overalleconomic and traffic development and consequently theevaluation of national potentials in the field. Adverse aspectcaused by the lack of a clear and feasible policy of financing thetraffic infrastructure facilities, is also a result of not having definedan adequate traffic policy, programme and strategiccourses of development, nor financing models that would be inaccordance with the market and economy system.This indicates that it is necessary to determine a policy forfinancing the constntction and maintenance of traffic infrastntcture,which has to be based on scientific development,team work, availability of plans and programmes to scientistsand experts, determined methodology based on marketing andeconomic logic in defining the programme and strategic tasksand assignments so as to make them feasible.In the near future, intensive preparations for investments inthe overall traffic sysiem are necessary, especially regarding thetraffic infrastntcture facilities - the pivotal points in the processof evaluating the traffic in our national tenitory. Croatia needsto define clearly its strategy in constructing and maintaining thegeneral traffic infrastructure, appointing at the same time thosewho will carry out the given tasks.

  10. Networked traffic state estimation involving mixed fixed-mobile sensor data using Hamilton-Jacobi equations

    KAUST Repository

    Canepa, Edward S.

    2017-06-19

    Nowadays, traffic management has become a challenge for urban areas, which are covering larger geographic spaces and facing the generation of different kinds of traffic data. This article presents a robust traffic estimation framework for highways modeled by a system of Lighthill Whitham Richards equations that is able to assimilate different sensor data available. We first present an equivalent formulation of the problem using a Hamilton–Jacobi equation. Then, using a semi-analytic formula, we show that the model constraints resulting from the Hamilton–Jacobi equation are linear ones. We then pose the problem of estimating the traffic density given incomplete and inaccurate traffic data as a Mixed Integer Program. We then extend the density estimation framework to highway networks with any available data constraint and modeling junctions. Finally, we present a travel estimation application for a small network using real traffic measurements obtained obtained during Mobile Century traffic experiment, and comparing the results with ground truth data.

  11. Robust Traffic Flow Management: Coevolutionary Approach Project

    Data.gov (United States)

    National Aeronautics and Space Administration — We will develop a Coevolutionary Decision Support Tool (CDST) that explicitly incorporates weather uncertainty (non-probabilistically) into strategic Traffic Flow...

  12. A conceptual Model for Highway Speed Monitoring and Enforcement in Zimbabwe

    Directory of Open Access Journals (Sweden)

    Furusa Samuel Simbarashe

    2016-10-01

    Full Text Available Many African countries lack resources and sophisticated technology needed to monitor and enforce traffic speed regulations in highway. These countries rely on highway patrolling which is a manual technique used to oversee and enforce the traffic safety compliance on the roads. The technique seems to be woeful and inadequate, since police officers can be bribed and the equipment they use does not provide enough evidence to empower independent auditors to quiz why certain offenders were not ticketed. Because of the need to have an up-to-date technology to monitor and enforce highway speed regulation, the purpose of this study was to suggest for the adoption of a conceptual model for highway speed monitoring and enforcement that incorporates Automatic Number Plate Recognition (ANPR, GSM and back-end integration. Using various models in traffic monitoring and regulation, a conceptual model was designed in order to reduce corruption and speed related accidents in Zimbabwe. The proposed model is expected to improve highway speed monitoring and enforcement in Zimbabwe and other countries that are still lagging in this regard.

  13. Safety concepts for the design of transport and traffic facilities for pedestrians, cyclists, children and disabled in urban areas. Contribution to the 5th National Congress on Traffic Safety, Barcelona, Spain, November 24-26, 1982.

    NARCIS (Netherlands)

    Asmussen, E.

    1982-01-01

    The "vulnerable" road users, pedestrians, cyclists, children and disabled in urban -areas mainly are victims of motorised traffic. The intensity and speed of this motorized traffic are the main agents for the unsafety of the "vulnerable" road users. Safety concepts for urban areas should be directed

  14. Pollutant Removal from Highway Runoff Using Retention/Detention Units

    Directory of Open Access Journals (Sweden)

    Ashraf El-Shahat Elsayed

    2001-01-01

    Full Text Available Highway runoff contains total suspended solids, hydrocarbons, oil and greases, chloride, and other contaminants that are transported in solution and particulate forms to adjacent floodplains, roadside swales, and retention/detention ponds. Oil and grit chambers represent a type of retention/detention unit used for removing heavy particulates and adsorbed hydrocarbon particulates. Storage/sediment units also represent a type of retention/detention unit used for controlling peak flow and removing suspended solids. The aim of this study is to evaluate the effect of traffic volume and site characteristics on highway runoff quality. The study also aims to evaluate the performance of retention/detention units that collect runoff from the Prague-Brno and Prague-Plzeň highways, Czech Republic. The results of this study indicate no definitive relationship between average daily traffic and concentration of runoff constituents, though the site characteristics have a strong relation to some constituents. The results also show that retention/detention units are effective in treating organic compounds.

  15. Optimal traffic control in highway transportation networks using linear programming

    KAUST Repository

    Li, Yanning

    2014-06-01

    This article presents a framework for the optimal control of boundary flows on transportation networks. The state of the system is modeled by a first order scalar conservation law (Lighthill-Whitham-Richards PDE). Based on an equivalent formulation of the Hamilton-Jacobi PDE, the problem of controlling the state of the system on a network link in a finite horizon can be posed as a Linear Program. Assuming all intersections in the network are controllable, we show that the optimization approach can be extended to an arbitrary transportation network, preserving linear constraints. Unlike previously investigated transportation network control schemes, this framework leverages the intrinsic properties of the Halmilton-Jacobi equation, and does not require any discretization or boolean variables on the link. Hence this framework is very computational efficient and provides the globally optimal solution. The feasibility of this framework is illustrated by an on-ramp metering control example.

  16. The inflammation highway: metabolism accelerates inflammatory traffic in obesity.

    Science.gov (United States)

    Johnson, Amy R; Milner, J Justin; Makowski, Liza

    2012-09-01

    As humans evolved, perhaps the two strongest selection determinants of survival were a robust immune response able to clear bacterial, viral, and parasitic infection and an ability to efficiently store nutrients to survive times when food sources were scarce. These traits are not mutually exclusive. It is now apparent that critical proteins necessary for regulating energy metabolism, such as peroxisome proliferator-activated receptors, Toll-like receptors, and fatty acid-binding proteins, also act as links between nutrient metabolism and inflammatory pathway activation in immune cells. Obesity in humans is a symptom of energy imbalance: the scale has been tipped such that energy intake exceeds energy output and may be a result, in part, of evolutionary selection toward a phenotype characterized by efficient energy storage. As discussed in this review, obesity is a state of low-grade, chronic inflammation that promotes the development of insulin resistance and diabetes. Ironically, the formation of systemic and/or local, tissue-specific insulin resistance upon inflammatory cell activation may actually be a protective mechanism that co-evolved to repartition energy sources within the body during times of stress during infection. However, the point has been reached where a once beneficial adaptive trait has become detrimental to the health of the individual and an immense public health and economic burden. This article reviews the complex relationship between obesity, insulin resistance/diabetes, and inflammation, and although the liver, brain, pancreas, muscle, and other tissues are relevant, we focus specifically on how the obese adipose microenvironment can promote immune cell influx and sustain damaging inflammation that can lead to the onset of insulin resistance and diabetes. Finally, we address how substrate metabolism may regulate the immune response and discuss how fuel uptake and metabolism may be a targetable approach to limit or abrogate obesity-induced inflammation.

  17. Proposal for a limit value reduction scenario for road vehicles compatible with the German national traffic noise prevention. Package II

    Energy Technology Data Exchange (ETDEWEB)

    Steven, Heinz [Data Analysis and Consultancy, Heinsberg (Germany)

    2012-03-15

    With COM(2011) 856 final from 09.12.2011 the EU Commission launched a proposal for a regulation of the European Parliament and of the Council on the sound level of motor vehicles. This proposal is related to motor vehicles having at least four wheels. Objective and aim are described as follows: ''The objective of the proposal is to ensure a high level of health and environmental protection and to safeguard the Internal Market for motor vehicles as regards their sound level. The proposal aims at reducing environmental noise by introducing a new test method for measuring noise emissions, by lowering the noise limit values, by including additional sound emission provisions in the type-approval procedure...'' (see paragraph 1 of the explanatory memorandum). Under the bullet point ''- new limit values'' of paragraph 1 of the explanatory memorandum the following statements are listed: ''On the basis of the results of the monitoring data an impact assessment has been prepared with different policy options for the noise test method and corresponding limit values. According to the most preferable option the limit values for light and medium size vehicles will be lowered in two steps of each 2 dB(A) and for heavy vehicles in a first step of 1 and a second step of 2 dB(A). This will result in a reduction of the noise impact of about 3 dB(A) for free flowing traffic and up to 4 dB(A) for intermittent traffic. The reduction of the number of highly annoyed people will be 25 %. The cost-benefit ratio for this measure is estimated to be around 20 times in favour of the noise reduction compared to no action taken.'' The forecast for the reduction of the noise impact in real traffic is far too optimistic. It is highly unlikely that the reduction of limit values by 3 to 4 dB will lead to a reduction of the noise impact in real traffic by the same amount without any deterioration factor. Own calculations with the TRANECAM

  18. Congestion on Multilane Highways

    Energy Technology Data Exchange (ETDEWEB)

    Greenberg, J.M.; Klar, A.; Rascle, M.

    2002-07-01

    We present a new model for traffic on a multilane freeway (with n lanes). Our basic descriptors are the car density {rho} (in cars/mile) taken across all lanes in the freeway and the average car velocity u (in miles/hour). In this paper we present a model which incorporates both equilibrium curves and a simple switching mechanism which allows cars to transit from one equilibrium curve to the other. This switching mechanism, when combined with the continuity equation, produces relaxation or self-excited oscillations in the system and these oscillations are what interests us here.

  19. Decentralized Traffic Management Strategies for Sensor-Enabled Cars

    CERN Document Server

    Wang, Ziyuan; Ramamohanarao, Kotagiri

    2009-01-01

    Traffic Congestions and accidents are major concerns in today's transportation systems. This thesis investigates how to optimize traffic flow on highways, in particular for merging situations such as intersections where a ramp leads onto the highway. In our work, cars are equipped with sensors that can detect distance to neighboring cars, and communicate their velocity and acceleration readings with one another. Sensor-enabled cars can locally exchange sensed information about the traffic and adapt their behavior much earlier than regular cars. We propose proactive algorithms for merging different streams of sensor-enabled cars into a single stream. A proactive merging algorithm decouples the decision point from the actual merging point. Sensor-enabled cars allow us to decide where and when a car merges before it arrives at the actual merging point. This leads to a significant improvement in traffic flow as velocities can be adjusted appropriately. We compare proactive merging algorithms against the conventio...

  20. Feasibility of shoulder use for highway work zone optimization

    Directory of Open Access Journals (Sweden)

    Bo Du

    2014-08-01

    Full Text Available Highway maintenance, often requiring lane closure, is very expensive in terms of the costs associated with transportation agencies (i. e. work zone setups and road users (i. e. delay. Longer work zones tend to increase the user delay but will be efficient because of fewer repeated setups. To increase road capacity and mitigate congestion impact for a short-term work zone, temporary shoulder use may be applied. This study develops an analytical model to optimize work zone length on a multi-lane highway considering time-varying traffic volume and road capacity affected by light condition, heavy vehicle percentage, and lane width. The results can be used to evaluate the work zone impact (i. e. delay and cost and assist engineers/planners to prepare and develop a cost-effective highway maintenance plan. A case study for a highway work zone in New Jersey has been conducted, in which the optimized solution is found. A guideline of using road shoulder under various circumstances is developed.

  1. Highway Expenditures and Associated Customer Satisfaction: A Case Study

    Directory of Open Access Journals (Sweden)

    Alexander Paz

    2016-01-01

    Full Text Available This study analyzes the satisfaction of the Nevadans with respect to their highway transportation system and the corresponding expenditures of Nevada Department of Transportation (NDOT. A survey questionnaire was designed to capture the opinions of the Nevadans (customers about a number of characteristics of their transportation system. Data from the financial data warehouse of the NDOT was used to evaluate expenditures. Multinomial probit models were estimated to study the correlations between customers’ opinion and the government expenditures in transportation. The results indicate the customer satisfaction is decreasing with respect to traffic safety throughout Northwestern and Southern Nevada highways. In addition, users of Northwestern highways are more likely to be satisfied, compared to their counterparts, with increasing construction spending to reduce the time taken to complete construction projects. In Southern Nevada highways, customers’ satisfaction increases with the expenditures associated with reduction of congestion. These insights are examples of the conclusions that were obtained as a consequence of simultaneously considering customer satisfaction and the corresponding expenditures in transportation.

  2. Probabilistic description of traffic breakdowns.

    Science.gov (United States)

    Kühne, Reinhart; Mahnke, Reinhard; Lubashevsky, Ihor; Kaupuzs, Jevgenijs

    2002-06-01

    We analyze the characteristic features of traffic breakdown. To describe this phenomenon we apply the probabilistic model regarding the jam emergence as the formation of a large car cluster on a highway. In these terms, the breakdown occurs through the formation of a certain critical nucleus in the metastable vehicle flow, which enables us to confine ourselves to one cluster model. We assume that, first, the growth of the car cluster is governed by attachment of cars to the cluster whose rate is mainly determined by the mean headway distance between the car in the vehicle flow and, maybe, also by the headway distance in the cluster. Second, the cluster dissolution is determined by the car escape from the cluster whose rate depends on the cluster size directly. The latter is justified using the available experimental data for the correlation properties of the synchronized mode. We write the appropriate master equation converted then into the Fokker-Planck equation for the cluster distribution function and analyze the formation of the critical car cluster due to the climb over a certain potential barrier. The further cluster growth irreversibly causes jam formation. Numerical estimates of the obtained characteristics and the experimental data of the traffic breakdown are compared. In particular, we draw a conclusion that the characteristic intrinsic time scale of the breakdown phenomenon should be about 1 min and explain the case why the traffic volume interval inside which traffic breakdown is observed is sufficiently wide.

  3. Earthquake Model Confirms Traffic Jams Caused by Tiredness

    CERN Document Server

    Jarai-Szabo, Ferenc

    2011-01-01

    A simple one-dimensional spring-block model elaborated for the idealized single-lane highway traffic reveals the causes for the emergence of traffic jams. Based on the stop-time statistics of one car in the row, an order parameter is defined and studied. By extensive computer simulations, the parameter space of the model is explored, analyzed and interpreted. Existence of a free a and congested flow phases is confirmed and the transition between them is analyzed.

  4. Analytical results for a three-phase traffic model.

    Science.gov (United States)

    Huang, Ding-wei

    2003-10-01

    We study analytically a cellular automaton model, which is able to present three different traffic phases on a homogeneous highway. The characteristics displayed in the fundamental diagram can be well discerned by analyzing the evolution of density configurations. Analytical expressions for the traffic flow and shock speed are obtained. The synchronized flow in the intermediate-density region is the result of aggressive driving scheme and determined mainly by the stochastic noise.

  5. An ultrasonic sensor system based on a two-dimensional state method for highway vehicle violation detection applications.

    Science.gov (United States)

    Liu, Jun; Han, Jiuqiang; Lv, Hongqiang; Li, Bing

    2015-04-16

    With the continuing growth of highway construction and vehicle use expansion all over the world, highway vehicle traffic rule violation (TRV) detection has become more and more important so as to avoid traffic accidents and injuries in intelligent transportation systems (ITS) and vehicular ad hoc networks (VANETs). Since very few works have contributed to solve the TRV detection problem by moving vehicle measurements and surveillance devices, this paper develops a novel parallel ultrasonic sensor system that can be used to identify the TRV behavior of a host vehicle in real-time. Then a two-dimensional state method is proposed, utilizing the spacial state and time sequential states from the data of two parallel ultrasonic sensors to detect and count the highway vehicle violations. Finally, the theoretical TRV identification probability is analyzed, and actual experiments are conducted on different highway segments with various driving speeds, which indicates that the identification accuracy of the proposed method can reach about 90.97%.

  6. A national study of the association between traffic-related air pollution and adverse pregnancy outcomes in Canada, 1999-2008.

    Science.gov (United States)

    Stieb, David M; Chen, Li; Hystad, Perry; Beckerman, Bernardo S; Jerrett, Michael; Tjepkema, Michael; Crouse, Daniel L; Omariba, D Walter; Peters, Paul A; van Donkelaar, Aaron; Martin, Randall V; Burnett, Richard T; Liu, Shiliang; Smith-Doiron, Marc; Dugandzic, Rose M

    2016-07-01

    Numerous studies have examined the association of air pollution with preterm birth and birth weight outcomes. Traffic-related air pollution has also increasingly been identified as an important contributor to adverse health effects of air pollution. We employed a national nitrogen dioxide (NO2) exposure model to examine the association between NO2 and pregnancy outcomes in Canada between 1999 and 2008. National models for NO2 (and particulate matter of median aerodynamic diameter road traffic sources. Generalized estimating equations were used to examine associations with preterm birth, term low birth weight (LBW), small for gestational age (SGA) and term birth weight, adjusting for covariates including infant sex, gestational age, maternal age and marital status, parity, urban/rural place of residence, maternal place of birth, season, year of birth and neighbourhood socioeconomic status and per cent visible minority. Associations were reduced considerably after adjustment for individual covariates and neighbourhood per cent visible minority, but remained significant for SGA (odds ratio 1.04, 95%CI 1.02-1.06 per 20ppb NO2) and term birth weight (16.2g reduction, 95% CI 13.6-18.8g per 20ppb NO2). Associations with NO2 were of greater magnitude in a sensitivity analysis using monthly monitoring data, and among births to mothers born in Canada, and in neighbourhoods with higher incomes and a lower proportion of visible minorities. In two pollutant models, associations with NO2 were less sensitive to adjustment for PM2.5 than vice versa, and there was consistent evidence of a dose-response relationship for NO2 but not PM2.5. In this study of approximately 2.5 million Canadian births between 1999 and 2008, we found significant associations of NO2 with SGA and term birth weight which remained significant after adjustment for PM2.5, suggesting that traffic may be a particularly important source with respect to the role of air pollution as a risk factor for adverse

  7. Highway Leasing and Club Theory

    OpenAIRE

    Huneke, William

    2009-01-01

    In recent years financially stressed jurisdictions have attempted to solve their fiscal shortfalls by leasing highways to private companies. The private company pays an upfront fee or promises a regular stream of cash payments in return for operating and collecting tolls from highway users during a fixed term. In a front page article on August 26, The Wall Street Journal described the efforts Pennsylvania was going through to lease the United States’ oldest, major toll road, the Pennsylvania ...

  8. Measurements of air pollution from a Danish highway

    Energy Technology Data Exchange (ETDEWEB)

    Ellermann, T.; Solvang Jensen, S.; Ketzel, M.; Loefstroem, P. Massling, A.

    2009-07-15

    This report presents the results from a measurement campaign carried out at the Holbaek Highway during 2008. The objective of the campaign was to determine the emission factors for PM{sub 2.5} and PM{sub 10} due to highway traffic. The campaign included measurements of NO{sub x}, NO, NO{sub 2}, TEOM PM{sub 2.5}, TEOM PM{sub 10}, O{sub 3}, particle size distribution and local meteorology. The emission factors for PM{sub 2.5} and PM{sub 10} were determined to 45 and 155 mg/(vehicle km), respectively. This is comparable to the emission factors previously determined for H. C. Andersens Boulevard in Copenhagen and somewhat higher than found at Jagtvej, Copenhagen. (author)

  9. 32 CFR 636.13 - Traffic accident investigation reports.

    Science.gov (United States)

    2010-07-01

    ... 32 National Defense 4 2010-07-01 2010-07-01 true Traffic accident investigation reports. 636.13... Stewart, Georgia § 636.13 Traffic accident investigation reports. In addition to the requirements in § 634... record traffic accident investigations on DA Form 3946 (Military Police Traffic Accident Report) and DA...

  10. 32 CFR 634.28 - Traffic accident investigation.

    Science.gov (United States)

    2010-07-01

    ... 32 National Defense 4 2010-07-01 2010-07-01 true Traffic accident investigation. 634.28 Section... ENFORCEMENT AND CRIMINAL INVESTIGATIONS MOTOR VEHICLE TRAFFIC SUPERVISION Traffic Supervision § 634.28 Traffic accident investigation. Installation law enforcement personnel must make detailed investigations of...

  11. A macroscopic model of traffic jams in axons.

    Science.gov (United States)

    Kuznetsov, A V; Avramenko, A A

    2009-04-01

    The purpose of this paper is to develop a minimal macroscopic model capable of explaining the formation of traffic jams in fast axonal transport. The model accounts for the decrease of the number density of positively (and negatively) oriented microtubules near the location of the traffic jam due to formation of microtubule swirls; the model also accounts for the reduction of the effective velocity of organelle transport in the traffic jam region due to organelles falling off microtubule tracks more often in the swirl region. The model is based on molecular-motor-assisted transport equations and the hydrodynamic model of traffic jams in highway traffic. Parametric analyses of the model's predictions for various values of viscosity of the traffic flow, variance of the velocity distribution, diffusivity of microtubule-bound and free organelles, rate constants for binding to and detachment from microtubules, relaxation time, and average motor velocities of the retrograde and anterograde transport, are carried out.

  12. Artificial ultra-fine aerosol tracers for highway transect studies

    Science.gov (United States)

    Cahill, Thomas A.; Barnes, David E.; Wuest, Leann; Gribble, David; Buscho, David; Miller, Roger S.; De la Croix, Camille

    2016-07-01

    The persistent evidence of health impacts of roadway aerosols requires extensive information for urban planning to avoid putting populations at risk, especially in-fill projects. The required information must cover both highway aerosol sources as well as transport into residential areas under a variety of roadway configurations, traffic conditions, downwind vegetation, and meteorology. Such studies are difficult and expensive to do, but were easier in the past when there was a robust fine aerosol tracer uniquely tied to traffic - lead. In this report we propose and test a modern alternative, highway safety flare aerosols. Roadway safety flares on vehicles in traffic can provide very fine and ultra-fine aerosols of unique composition that can be detected quantitatively far downwind of roadways due to a lack of upwind interferences. The collection method uses inexpensive portable aerosol collection hardware and x-ray analysis protocols. The time required for each transect is typically 1 h. Side by side tests showed precision at ± 4%. We have evaluated this technique both by aerosol removal in vegetation in a wind tunnel and by tracking aerosols downwind of freeways as a function of season, highway configuration and vegetation coverage. The results show that sound walls for at-grade freeways cause freeway pollution to extend much farther downwind than standard models predict. The elevated or fill section freeway on a berm projected essentially undiluted roadway aerosols at distances well beyond 325 m, deep into residential neighborhoods. Canopy vegetation with roughly 70% cover reduced very fine and ultra-fine aerosols by up to a factor of 2 at distances up to 200 m downwind.

  13. Road traffic injuries in Mozambique.

    Science.gov (United States)

    Romão, Francelina; Nizamo, Hanifa; Mapasse, Domingos; Rafico, Momede Mussá; José, João; Mataruca, Simão; Efron, M Lúcia; Omondi, Lucas O; Leifert, Thelma; Bicho, Joaquim M L Marungo

    2003-01-01

    Road traffic injuries affect the economy, health and quality of life of the people of Mozambique. Current road safety programmes are inadequate and inefficient given the magnitude of the problem. Data reported on road traffic crashes in the period 1990 to 2000 from the National Institute for Road Safety, the traffic police and the Central Hospital of Maputo were reviewed. The burden of road traffic injuries in Mozambique is rising, with at least three people killed daily. The age group most affected is 25-38 (39.35%), followed by 16-24 (20.79%). The main causes of crashes include reckless driving, drunken driving, roads with potholes, inadequate signs, lack of protection for pedestrians, and inadequate traffic law enforcement. However, the data are not adequate to reveal the true magnitude of the problem. Data collected by different sources are incomplete and not coordinated with other sources and databases. In urban areas, however, better response to crashes, treatment of the injured, reporting and data collection is attributable to a greater concentration of police and medical facilities. Road traffic safety programmes in Mozambique are inadequate and inefficient, starting with the data collection system. Improvement of injury surveillance systems is needed to help make road traffic safety a national development agenda priority and for developing and implementing road safety policies. For road safety programmes to be effective, government must facilitate stakeholders' involvement, and the clear definition of government activities, civil society activities and public-private partnerships need to be established.

  14. Ice Control with Brine Spread with Nozzles on Highways

    DEFF Research Database (Denmark)

    Bolet, Lars; Fonnesbech, Jens Kristian

    2010-01-01

    . The improvements gained by the county of Funen were mainly due to the use of technologies (brine spreading with nozzles) giving a more precise spread pattern than the traditional gritting of pre-wetted salt. The spread pattern for every spreader, tested in The County of Funen, has been meassured 3 hours after...... spreading on a highway with traffic. A total of 800 spots were measured for residual salt for every spreader. The measurements and the spread pattern for brine spreading with nozzles were so precisely, that we learned: “When there is moisture, water or ice on the road, we need to take into account...

  15. Linking spatial and dynamic models for traffic maneuvers

    DEFF Research Database (Denmark)

    Olderog, Ernst-Rüdiger; Ravn, Anders Peter; Wisniewski, Rafal

    2015-01-01

    For traffic maneuvers of multiple vehicles on highways we build an abstract spatial and a concrete dynamic model. In the spatial model we show the safety (collision freedom) of lane-change maneuvers. By linking the spatial and dynamic model via suitable refinements of the spatial atoms to distance...

  16. Exact results for car accidents in a traffic model

    Science.gov (United States)

    Huang, Ding-wei

    1998-07-01

    Within the framework of a recent model for car accidents on single-lane highway traffic, we study analytically the probability of the occurrence of car accidents. Exact results are obtained. Various scaling behaviours are observed. The linear dependence of the occurrence of car accidents on density is understood as the dominance of a single velocity in the distribution.

  17. The development of a risk-based approach to managing the ecological impact of pollutants in highway runoff.

    Science.gov (United States)

    Crabtree, B; Dempsey, P; Johnson, I; Whitehead, M

    2008-01-01

    In the UK, the Highways Agency is responsible for the strategic road network. It is recognised that current design guidance to control pollutants in highway runoff is out of date. A research programme is in progress to develop a better understanding of pollutants in highway runoff and their ecological impact. The paper summarises the outcome of a study to: (1) monitor pollutants in highway runoff under different climate and traffic conditions at 24 sites; (2) develop standards to assess potential ecological risks; and (3) develop a model to predict pollutant concentrations in highway runoff. Data collection and analysis of the resulting data have identified a link between pollutant concentrations and traffic density. A number of pollutants routinely present in highway runoff have been identified as posing the greatest ecological risk. Ecologically based standards for acute impacts have been derived for the soluble form of these pollutants. These standards will be used in conjunction with the model to indicate where runoff treatment may be required to mitigate ecological risk. The model and standards will be used to develop improved design guidance to protect receiving waters from pollutants in highway runoff by identifying where runoff treatment is required, and to what degree.

  18. Making the Traffic Operations Case for Congestion Pricing: Operational Impacts of Congestion Pricing

    Energy Technology Data Exchange (ETDEWEB)

    Chin, Shih-Miao [ORNL; Hu, Patricia S [ORNL; Davidson, Diane [ORNL

    2011-02-01

    delay, based on hours spent in traffic in a year, grew by 22% as the national average of hours spent in delay grew from 36 hours to 44 hours. Peak delay per traveler grew one-third in medium-size urban areas over the 10 year period. The traffic engineering community has developed an arsenal of integrated tools to mitigate the impacts of congestion on freeway throughput and performance, including pricing of capacity to manage demand for travel. Congestion pricing is a strategy which dynamically matches demand with available capacity. A congestion price is a user fee equal to the added cost imposed on other travelers as a result of the last traveler's entry into the highway network. The concept is based on the idea that motorists should pay for the additional congestion they create when entering a congested road. The concept calls for fees to vary according to the level of congestion with the price mechanism applied to make travelers more fully aware of the congestion externality they impose on other travelers and the system itself. The operational rationales for the institution of pricing strategies are to improve the efficiency of operations in a corridor and/or to better manage congestion. To this end, the objectives of this project were to: (1) Better understand and quantify the impacts of congestion pricing strategies on traffic operations through the study of actual projects, and (2) Better understand and quantify the impacts of congestion pricing strategies on traffic operations through the use of modeling and other analytical methods. Specifically, the project was to identify credible analytical procedures that FHWA can use to quantify the impacts of various congestion pricing strategies on traffic flow (throughput) and congestion.

  19. Traffic Infrastructure, Environmental Impact and Urban Shape

    Directory of Open Access Journals (Sweden)

    Vilabild Premzi

    2012-10-01

    Full Text Available In the twentieth centwy motor and railway transport has increasedthe accessibility to goods and people through mobility,flexibility and comfort they provide. The result is generally theimprovement of living standards and beller opportunity forcommercial development of towns and regions as a whole. Theincreased number of vehicles in everyday traffic have increasedthe demand for new traffic infrastructures. A lot has alreadybeen built in open spaces as welt as in urban environment withbad impact on urban shape.Planning and construction of traffic infrastructurethroughout the urban structure is neither merely a11 engineeringnor just an aesthetic issue when integrating a new highway, freewayor railway into an urban environment. It is especially, if notprimarily, an issue of urban design. This means joint efforts ofengineering design and both urban and landscape architecturewith focusing sufficient alfention on possible multiple uses ofcommon urban space in good environmental conditions. TheSlovene Long Term Regional Plan, planning and constructionof highways in Slovenia initiated consideration and search foramethodology appropriate for the assessment of suitable layouts,especially in the complex cases of traffic infrastructure passingby or through urban areas. New findings described in this papersupplement the methodological approaches used so far.

  20. 23 CFR 470.107 - Federal-aid highway systems.

    Science.gov (United States)

    2010-04-01

    ... intermodal transportation facilities and other major travel destinations; meet national defense requirements; and serve interstate and interregional travel. All routes on the Interstate System are a part of the... consultation with appropriate Federal agencies and the States. The STRAHNET includes highways which...

  1. Discussion on the Maintenance Management of Rural Highway%浅谈农村公路养护管理

    Institute of Scientific and Technical Information of China (English)

    包秋菊

    2013-01-01

      农村公路指的是国道及省道以外的公路,包含了县道、乡道和村道,具有整体工程量大、点多、面广、单个项目小的特点。为了实现让给农民兄弟走上“沥青路和水泥路”,我国交通部党组于2003年提出了“修好农村路,服务城镇化”的交通发展战略目标。%The rural highway refers to the outside national ro-ad and highway roads, including the county road, township and vil age, has the characteristics of large quantity, more overal , wide range, smal individual projects. In order to realize to far-mers brothers on“asphalt and cement road”, China's Ministry of communications in 2003 proposed a traffic development str-ategy target of“fix rural road, service urbanized”.

  2. Probabilistic Description of Traffic Breakdowns Caused by On-ramp Flow

    OpenAIRE

    Kuhne, Reinhart; Lubashevsky, Ihor; Mahnke, Reinhard; Kaupush, Jevgenijs

    2004-01-01

    The characteristic features of traffic breakdown near on-ramp are analyzed. To describe this phenomenon the probabilistic description regarding the jam emergence as the formation of a large car cluster on highway inside the synchronized traffic is constructed. In these terms the breakdown occurs through the formation of a certain critical nucleus in the metastable vehicle flow, which is located near the on-ramp. The strong cooperative car interaction in the synchronized traffic enables us to ...

  3. Intelligent Management of Highways Congestion based SensorNetworks

    Directory of Open Access Journals (Sweden)

    Guezouli Lyamine

    2012-07-01

    Full Text Available The main purpose of this paper is to enable congestion prediction on urban freeways and objectively measure its impact on daily life. Indeed, cars€™ trafic becomes increasingly difficult and, often causes traffic jams that can last for hours, because of growing number of used cars, in addition to the unforeseen events that may complicate more and more this problem (weather, accidents, road works .... This is mainly due to the lack of efficient management of roads' congestions. This paper attempts to bring a technological response to significantly reduce the congestion problem. Our approach is based on smart sensors which allow traffic jam detecting and relaying such critical information. Thus, while providing the drivers with context aware information such as those related to the highway status before crossing, we enable them to make decision and select another road avoiding the congested one and reducing, by the way, the congestion itself.

  4. Assigning on-ramp flows to maximize highway capacity

    Science.gov (United States)

    Wang, Qiao-Ming; Jiang, Rui; Sun, Xiao-Yan; Wang, Bing-Hong

    2009-09-01

    In this paper, we study the capacity of a highway with two on-ramps by using a cellular automata traffic flow model. We investigate how to improve the system capacity by assigning traffic flow to the two ramps. The system phase diagram is presented and different regions are classified. It is shown that in region I, in which both ramps are in free flow and the main road upstream of the ramps is in congestion, assigning a higher proportion of the demand to the upstream on-ramp could improve the overall flow, which is consistent with previous studies. This is explained through studying the spatiotemporal patterns and analytical investigations. In contrast, optimal assignment has not been observed in other regions. We point out that our result is robust and model independent under certain conditions.

  5. The air quality impacts of road closures associated with the 2004 Democratic National Convention in Boston

    Directory of Open Access Journals (Sweden)

    Clougherty Jane E

    2006-05-01

    Full Text Available Abstract Background The Democratic National Convention (DNC in Boston, Massachusetts in 2004 provided an opportunity to evaluate the impacts of a localized and short-term but potentially significant change in traffic patterns on air quality, and to determine the optimal monitoring approach to address events of this nature. It was anticipated that the road closures associated with the DNC would both influence the overall air pollution level and the distribution of concentrations across the city, through shifts in traffic patterns. Methods To capture these effects, we placed passive nitrogen dioxide badges at 40 sites around metropolitan Boston before, during, and after the DNC, with the goal of capturing the array of hypothesized impacts. In addition, we continuously measured elemental carbon at three sites, and gathered continuous air pollution data from US EPA fixed-site monitors and traffic count data from the Massachusetts Highway Department. Results There were significant reductions in traffic volume on the highway with closures north of Boston, with relatively little change along other highways, indicating a more isolated traffic reduction rather than an across-the-board decrease. For our nitrogen dioxide samples, while there was a relatively small change in mean concentrations, there was significant heterogeneity across sites, which corresponded with our a priori classifications of road segments. The median ratio of nitrogen dioxide concentrations during the DNC relative to non-DNC sampling periods was 0.58 at sites with hypothesized traffic reductions, versus 0.88 for sites with no changes hypothesized and 1.15 for sites with hypothesized traffic increases. Continuous monitors measured slightly lower concentrations of elemental carbon and nitrogen dioxide during road closure periods at monitors proximate to closed highway segments, but not for PM2.5 or further from major highways. Conclusion We conclude that there was a small but

  6. Criticism of generally accepted fundamentals and methodologies of traffic and transportation theory

    Energy Technology Data Exchange (ETDEWEB)

    Kerner, Boris S. [Physics of Transportation and Traffic, University Duisburg-Essen, 47048 Duisburg (Germany)

    2015-03-10

    It is explained why the set of the fundamental empirical features of traffic breakdown (a transition from free flow to congested traffic) should be the empirical basis for any traffic and transportation theory that can be reliable used for control and optimization in traffic networks. It is shown that generally accepted fundamentals and methodologies of traffic and transportation theory are not consistent with the set of the fundamental empirical features of traffic breakdown at a highway bottleneck. To these fundamentals and methodologies of traffic and transportation theory belong (i) Lighthill-Whitham-Richards (LWR) theory, (ii) the General Motors (GM) model class (for example, Herman, Gazis et al. GM model, Gipps’s model, Payne’s model, Newell’s optimal velocity (OV) model, Wiedemann’s model, Bando et al. OV model, Treiber’s IDM, Krauß’s model), (iii) the understanding of highway capacity as a particular stochastic value, and (iv) principles for traffic and transportation network optimization and control (for example, Wardrop’s user equilibrium (UE) and system optimum (SO) principles). Alternatively to these generally accepted fundamentals and methodologies of traffic and transportation theory, we discuss three-phase traffic theory as the basis for traffic flow modeling as well as briefly consider the network breakdown minimization (BM) principle for the optimization of traffic and transportation networks with road bottlenecks.

  7. Criticism of generally accepted fundamentals and methodologies of traffic and transportation theory: A brief review

    Science.gov (United States)

    Kerner, Boris S.

    2013-11-01

    It is explained why the set of the fundamental empirical features of traffic breakdown (a transition from free flow to congested traffic) should be the empirical basis for any traffic and transportation theory that can be reliably used for control and optimization in traffic networks. It is shown that the generally accepted fundamentals and methodologies of the traffic and transportation theory are not consistent with the set of the fundamental empirical features of traffic breakdown at a highway bottleneck. To these fundamentals and methodologies of the traffic and transportation theory belong (i) Lighthill-Whitham-Richards (LWR) theory, (ii) the General Motors (GM) model class (for example, Herman, Gazis et al. GM model, Gipps’s model, Payne’s model, Newell’s optimal velocity (OV) model, Wiedemann’s model, Bando et al. OV model, Treiber’s IDM, Krauß’s model), (iii) the understanding of highway capacity as a particular (fixed or stochastic) value, and (iv) principles for traffic and transportation network optimization and control (for example, Wardrop’s user equilibrium (UE) and system optimum (SO) principles). Alternatively to these generally accepted fundamentals and methodologies of the traffic and transportation theory, we discuss the three-phase traffic theory as the basis for traffic flow modeling as well as briefly consider the network breakdown minimization (BM) principle for the optimization of traffic and transportation networks with road bottlenecks.

  8. Transition from Disorder to Order in Traffic Flow

    Institute of Scientific and Technical Information of China (English)

    LI Ke-Ping; GAO Zi-You

    2004-01-01

    We propose a new technique to investigate the dynamical transitions among the traffic phases. A type of the control signals has been designated at a given site (signal point) of the single-lane highway. Under the effect of the control signal, the velocity of the vehicle that passes the signal point will be changed periodically. Our method is tested for the deterministic NaSch traffic model. The simulation results demonstrate that the disorder states in the deterministic NaSch traffic model can be suppressed, and the different types of periodic states would occur.

  9. Stochastic evolutions of dynamic traffic flow modeling and applications

    CERN Document Server

    Chen, Xiqun (Michael); Shi, Qixin

    2015-01-01

    This book reveals the underlying mechanisms of complexity and stochastic evolutions of traffic flows. Using Eulerian and Lagrangian measurements, the authors propose lognormal headway/spacing/velocity distributions and subsequently develop a Markov car-following model to describe drivers’ random choices concerning headways/spacings, putting forward a stochastic fundamental diagram model for wide scattering flow-density points. In the context of highway onramp bottlenecks, the authors present a traffic flow breakdown probability model and spatial-temporal queuing model to improve the stability and reliability of road traffic flows. This book is intended for researchers and graduate students in the fields of transportation engineering and civil engineering.

  10. An Artificial Neural Network Model for Highway Accident Prediction: A Case Study of Erzurum, Turkey

    Directory of Open Access Journals (Sweden)

    Muhammed Yasin Çodur

    2015-06-01

    Full Text Available This study presents an accident prediction model of Erzurum’s Highways in Turkey using artificial neural network (ANN approaches. There are many ANN models for predicting the number of accidents on highways that were developed using 8 years with 7,780 complete accident reports of historical data (2005-2012. The best ANN model was chosen for this task and the model parameters included years, highway sections, section length (km, annual average daily traffic (AADT, the degree of horizontal curvature, the degree of vertical curvature, traffic accidents with heavy vehicles (percentage, and traffic accidents that occurred in summer (percentage. In the ANN model development, the sigmoid activation function was employed with Levenberg-Marquardt algorithm. The performance of the developed ANN model was evaluated by mean square error (MSE, the root mean square error (RMSE, and the coefficient of determination (R2. The model results indicate that the degree of vertical curvature is the most important parameter that affects the number of accidents on highways.

  11. 高速公路应急管理体系框架研究%Research on the Framework of Highway Emergency Management System

    Institute of Scientific and Technical Information of China (English)

    孙璐; 金姣萍; 周正兵; 李明; 肖峰

    2013-01-01

    This paper expounded the connotation of highway emergency management, including its work contents and system framework, and built a highway transportation emergency management mode to solve the problem of multiple management, and unified the information for the four class road emergency management agencies in highway traffic emergency management. In order to simplify the mechanism and improve the efficiency, the management mode was divided into three levels: a national-class, a provincial-class, and an enterprise-class. The constitution of mechanism and corresponding function of every level was clearly designed. This has important practical and strategic significance for improving highway emergency response capabilities, and to minimize the harm caused by the emergency situation in the shortest possible time.%本文首先明确了高速公路应急管理的内涵、应急管理工作内容和体系框架构成,并针对《公路交通突发事件应急管理》四级公路应急管理机构构成存在管理多头、信息不统一的问题,提出高速公路三级应急管理机构构成:国家级、省级、企业级,并对各级高速公路应急管理做了组织设计,明确了相应职能。该研究对提高高速公路突发事件的应急处置能力,力求在最短的时间内将突发事件造成的危害降到最小,有着重要的现实意义和战略意义。

  12. Night-Time Highway Construction or Maintenance/Upgrading Works: An Analysis

    Directory of Open Access Journals (Sweden)

    Ab Wahid A.M.

    2014-01-01

    Full Text Available This paper presents the analysis of interview sessions conducted with the general objective of studying night-time highway construction or maintenance/upgrading works. This includes any work; construction, maintenance or upgrading, that involves the closure of highway lanes and traffic mitigation. Such works might be disadvantageous to be conducted during daytime, thus requiring them to be conducted at night. Data were collected by conducting interviews to relevant industry players with the objective of identifying reasons for such works to be conducted at night. The answers obtained were the gathered and the most famous themes are selected.

  13. Countermeasures for traffic accidents due to road conditions in China

    Institute of Scientific and Technical Information of China (English)

    PEI Yu-long; MA Ji

    2005-01-01

    Regarding the postulate of traffic infrastmcture and vehicles, much attention should be given to the effect of road conditions on accidents. With large numbers of traffic accidents on Shenda Freeway, Liaoning Province, Harbin City and others in P. R. China, parameters and the effect of accidents caused by horizontal alignment, vertical alignment, cross section and intersection are studied systematically The disciplinary analysis of these effects are presented in this paper. The viewpoint is acknowledged that high sub grade and steep slopes are against traffic safety, which is common and ignored in high-usage highways in China. Design parameters of the current design criteria and the corresponding countermeasures are suggested for safety on our highways.

  14. Estimation of ultrafine particle concentrations at near-highway residences using data from local and central monitors

    Science.gov (United States)

    Fuller, Christina H.; Brugge, Doug; Williams, Paige L.; Mittleman, Murray A.; Durant, John L.; Spengler, John D.

    2012-09-01

    Ultrafine particles (UFP; aerodynamic diameter predict hourly UFP concentration measured at residences in an urban community with a major interstate highway and; (2) determine if meteorology and proximity to traffic improve explanatory power. Short-term (1-3 weeks) residential monitoring of UFP concentration was conducted at 18 homes. Long-term monitoring was conducted at two near-highway monitoring sites and a central site. We created models of outdoor residential UFP concentration based on concentrations at the near-highway site, at the central site, at both sites together and without fixed sites. UFP concentration at residential sites was more highly correlated with those at a near-highway site than a central site. In regression models of each site alone, a 10% increase in UFP concentration at a near-highway site was associated with a 6% (95% CI: 6%, 7%) increase at residences while a 10% increase in UFP concentration at the central site was associated with a 3% (95% CI: 2%, 3%) increase at residences. A model including both sites showed minimal change in the magnitude of the association between the near-highway site and the residences, but the estimated association with UFP concentration at the central site was substantially attenuated. These associations remained after adjustment for other significant predictors of residential UFP concentration, including distance from highway, wind speed, wind direction, highway traffic volume and precipitation. The use of a central site as an estimate of personal exposure for populations near local emissions of traffic-related air pollutants may result in exposure misclassification.

  15. Crash prediction model for two-lane rural highways in the Ashanti region of Ghana

    Directory of Open Access Journals (Sweden)

    Williams Ackaah

    2011-07-01

    Full Text Available Crash Prediction Models (CPMs have been used elsewhere as a useful tool by road Engineers and Planners. There is however no study on the prediction of road traffic crashes on rural highways in Ghana. The main objective of the study was to develop a prediction model for road traffic crashes occurring on the rural sections of the highways in the Ashanti Region of Ghana. The model was developed for all injury crashes occurring on selected rural highways in the Region over the three (3 year period 2005–2007. Data was collected from 76 rural highway sections and each section varied between 0.8 km and 6.7 km. Data collected for each section comprised injury crash data, traffic flow and speed data, and roadway characteristics and road geometry data. The Generalised Linear Model (GLM with Negative Binomial (NB error structure was used to estimate the model parameters. Two types of models, the ‘core’ model which included key exposure variables only and the ‘full’ model which included a wider range of variables were developed. The results show that traffic flow, highway segment length, junction density, terrain type and presence of a village settlement within road segments were found to be statistically significant explanatory variables (p<0.05 for crash involvement. Adding one junction to a 1 km section of road segment was found to increase injury crashes by 32.0% and sections which had a village settlement within them were found to increase injury crashes by 60.3% compared with segments with no settlements. The model explained 61.2% of the systematic variation in the data. Road and Traffic Engineers and Planners can apply the crash prediction model as a tool in safety improvement works and in the design of safer roads. It is recommended that to improve safety, highways should be designed to by-pass village settlements and that the number of junctions on a highway should be limited to carefully designed ones.

  16. Fine-Tuning ADAS Algorithm Parameters for Optimizing Traffic ...

    Science.gov (United States)

    With the development of the Connected Vehicle technology that facilitates wirelessly communication among vehicles and road-side infrastructure, the Advanced Driver Assistance Systems (ADAS) can be adopted as an effective tool for accelerating traffic safety and mobility optimization at various highway facilities. To this end, the traffic management centers identify the optimal ADAS algorithm parameter set that enables the maximum improvement of the traffic safety and mobility performance, and broadcast the optimal parameter set wirelessly to individual ADAS-equipped vehicles. After adopting the optimal parameter set, the ADAS-equipped drivers become active agents in the traffic stream that work collectively and consistently to prevent traffic conflicts, lower the intensity of traffic disturbances, and suppress the development of traffic oscillations into heavy traffic jams. Successful implementation of this objective requires the analysis capability of capturing the impact of the ADAS on driving behaviors, and measuring traffic safety and mobility performance under the influence of the ADAS. To address this challenge, this research proposes a synthetic methodology that incorporates the ADAS-affected driving behavior modeling and state-of-the-art microscopic traffic flow modeling into a virtually simulated environment. Building on such an environment, the optimal ADAS algorithm parameter set is identified through an optimization programming framework to enable th

  17. Inaccuracy in traffic forecasts

    DEFF Research Database (Denmark)

    Flyvbjerg, Bent; Holm, Mette K. Skamris; Buhl, Søren Ladegaard

    2006-01-01

    This paper presents results from the first statistically significant study of traffic forecasts in transportation infrastructure projects. The sample used is the largest of its kind, covering 210 projects in 14 nations worth US$58 billion. The study shows with very high statistical significance...... have improved over time, as often claimed by forecasters, this does not show in the data. For nine out of ten rail projects, passenger forecasts are overestimated; average overestimation is 106%. For 72% of rail projects, forecasts are overestimated by more than two-thirds. For 50% of road projects...... forecasting. Highly inaccurate traffic forecasts combined with large standard deviations translate into large financial and economic risks. But such risks are typically ignored or downplayed by planners and decision-makers, to the detriment of social and economic welfare. The paper presents the data...

  18. Highway Safety Program Manual: Volume 12: Highway Design, Construction and Maintenance.

    Science.gov (United States)

    National Highway Traffic Safety Administration (DOT), Washington, DC.

    Volume 12 of the 19-volume Highway Safety Program Manual (which provides guidance to State and local governments on preferred highway safety practices) focuses on highway design, construction and maintenance. The purpose and specific objectives of such a program are described. Federal authority in the area of highway safety and policies regarding…

  19. Highway Safety Program Manual: Volume 8: Alcohol in Relation to Highway Safety.

    Science.gov (United States)

    National Highway Traffic Safety Administration (DOT), Washington, DC.

    Volume 8 of the 19-volume Highway Safety Program Manual (which provides guidance to State and local governments on preferred highway safety practices) concentrates on alcohol in relation to highway safety. The purpose and objectives of the alcohol program are outlined. Federal authority in the area of highway safety and general policies regarding…

  20. Traffic flow models and impact of combined lane change and speed limit control on environment in case of high truck traffic volumes. A Research Report from the National Center for Sustainable Transportation.

    NARCIS (Netherlands)

    Ioannou, P. Zhang, Y. & Zhao, Y.

    2017-01-01

    This report presents the work performed in collaboration with University of California, Riverside (UCR) as part of a project to University of California, Davis funded by the California Energy Commission (CEC). The aim of the project is to research intelligent traffic control strategies, which will

  1. Highway Reaches Out to Chengtang

    Institute of Scientific and Technical Information of China (English)

    ZAIXIANGDONG

    2003-01-01

    Chengtang Town,tucked away on the Chinese border between the Xigaze area and Nepal,is known for high mountains and deep ravines,People there still live on slash and burn farming.Latest news is that a highway is being built to that part of the world.

  2. Highway Companies Deny Windfall Profits

    Institute of Scientific and Technical Information of China (English)

    Securities Daily

    2011-01-01

    @@ There is no denying that the real estate industry sees huge profits, but it is hard to imag-ine that the gross profits of highway companies have reached a very high level, becoming another typical industry of huge profits.The sky-high road toll is attracting more and more public concerns about the seemingly low-profile and stable industry.

  3. A summary of state laws regulating youth operating farm tractors on highways.

    Science.gov (United States)

    Doty, B C; Marlenga, B

    2006-02-01

    Driving farm tractors on highways is hazardous for youth due to the large speed differential between motor vehicles and agricultural vehicles, as well as recent increases in traffic volume on many rural roads. In 1994, the state of Wisconsin enacted legislation requiring youth who operate farm tractors on highways to complete a tractor and machinery certification course. We were interested in finding out whether other states have similar requirements. The purpose of this project was to collect and summarize state laws regulating youth who operate farm tractors on highways in the U.S. A systematic method was used that included an initial Lexis-Nexis database search followed by internet searches in combination with follow-up email and telephone communications when missing or unclear results were obtained. The findings show that 14 states have legislation addressing youth who operate farm tractors on highways. The content of these statutes varies, but includes driver's license or educational requirements, as well as regulations concerning the ages, locations, and/or times of day when youth may drive farm machinery on highways. This compilation of state laws will be useful information for agricultural safety professionals in designing effective outreach programs. A synthesis of the findings may also lead to the development of model legislation or inform future research efforts aimed at preventing youth farm tractor crashes on highways.

  4. [Main factors associated with motor vehicle accidents on Federal Highway 163, Mato Grosso State, Brazil, 2004].

    Science.gov (United States)

    Almeida, Lívia Victório de Carvalho; Pignatti, Marta Gislene; Espinosa, Mariano Martinez

    2009-02-01

    Transportation is essential to the economic development of Mato Grosso State, Brazil, and Federal Highway 163 is the main route for marketing regional agricultural produce. One unfortunate consequence of this activity is the occurrence of motor vehicle accidents. With the aim of analyzing and categorizing the main factors associated with motor vehicle accidents on this highway, the current study used data from the Mato Grosso State Division of the Brazilian Federal Highway Patrol for the year 2004. Factors significantly associated with accidents involving casualties were: substandard paving (OR = 1.89; CI: 1.32-2.70); front-end collisions (OR = 14.14; CI: 8.96-22.32); and running over pedestrians (OR = 35.95; CI: 8.10-159.52. Contributing factors included highway maintenance problems (OR = 4.35; CI: 1.94-9.75) and disobeying traffic signs (OR = 5.69; CI: 2.01-16.12). In conclusion, reduction of motor vehicle accidents on this highway requires comprehensive intervention rather than targeting measures only to drivers or highway patrol personnel, but considering regional issues and their economic, social, and cultural dimensions.

  5. Highway runoff quality models for the protection of environmentally sensitive areas

    Science.gov (United States)

    Trenouth, William R.; Gharabaghi, Bahram

    2016-11-01

    This paper presents novel highway runoff quality models using artificial neural networks (ANN) which take into account site-specific highway traffic and seasonal storm event meteorological factors to predict the event mean concentration (EMC) statistics and mean daily unit area load (MDUAL) statistics of common highway pollutants for the design of roadside ditch treatment systems (RDTS) to protect sensitive receiving environs. A dataset of 940 monitored highway runoff events from fourteen sites located in five countries (Canada, USA, Australia, New Zealand, and China) was compiled and used to develop ANN models for the prediction of highway runoff suspended solids (TSS) seasonal EMC statistical distribution parameters, as well as the MDUAL statistics for four different heavy metal species (Cu, Zn, Cr and Pb). TSS EMCs are needed to estimate the minimum required removal efficiency of the RDTS needed in order to improve highway runoff quality to meet applicable standards and MDUALs are needed to calculate the minimum required capacity of the RDTS to ensure performance longevity.

  6. Self-organized criticality and 1/f noise in traffic

    Energy Technology Data Exchange (ETDEWEB)

    Paczuski, M. [Brookhaven National Lab., Upton, NY (United States); Nagel, K. [Los Alamos National Lab., NM (United States)

    1995-12-31

    Phantom traffic jams may emerge ``out of nowhere`` from small fluctuations rather than being triggered by large, exceptional events. We show how phantom jams arise in a model of single lane highway traffic, which mimics human driving behavior. Surprisingly, the optimal state of highest efficiency, with the largest throughput, is a critical state with traffic jams of all sizes. We demonstrate that open systems self-organize to the most efficient state. In the model we study, this critical state is a percolation transition for the phantom traffic jams. At criticality, the individual jams have a complicated fractal structure where cars follow an intermittent stop and go pattern. We analytically derive the form of the corresponding power spectrum to be 1/f{sup {alpha}} with {alpha} = 1 exactly. This theoretical prediction agrees with our numerical simulations and with observations of 1/f noise in real traffic.

  7. Self-organizing traffic lights at multiple-street intersections

    CERN Document Server

    Gershenson, Carlos

    2011-01-01

    Summary: Traffic light coordination is a complex problem. In this paper, we extend previous work on an abstract model of city traffic to allow for multiple street intersections. We test a self-organizing method in our model, showing that it is close to theoretical optima and superior to a traditional method of traffic light coordination. Abstract: The elementary cellular automaton following rule 184 can mimic particles flowing in one direction at a constant speed. This automaton can therefore model highway traffic. In a recent paper, we have incorporated intersections regulated by traffic lights to this model using exclusively elementary cellular automata. In such a paper, however, we only explored a rectangular grid. We now extend our model to more complex scenarios employing an hexagonal grid. This extension shows first that our model can readily incorporate multiple-way intersections and hence simulate complex scenarios. In addition, the current extension allows us to study and evaluate the behavior of two...

  8. 重庆市涪陵区G319公路洪灾风险评估研究%RISK ASSESSMENT OF HIGHWAY FLOODING ON G319 ROAD IN FULING DISTRICT OF CHONGQING CITY

    Institute of Scientific and Technical Information of China (English)

    林孝松; 陈洪凯; 王先进; 唐红梅; 褚春超; 覃庆梅; 梁学战; 陈远川

    2013-01-01

    China is a mountainous country,and mountainous area counts for 2/3 of the total land area. Complicated geological and topographical conditions,climates with severe storms,dense population and human activities have led to frequent mountain floods and thus caused huge seismic casualty and property losses. Highway construction is essential to the development of mountainous regions in China, and highways in hilly areas are especially significant as key lifeline engineering. Thus we need to ensure highway traffic safe and unblocked. However,as a kind of ribbon engineering,highways in hilly areas are faced with conspicuous floods prevention and control problems due to its long distance and complicated conditions in topography, geology, climate and hydrology. Highway flood disasters refer to disasters that are caused by rainfall or floods and will lead to a series of geological damage to road infrastructure. Highway flood is a great threat to fluent traffic and it has also caused huge losses to road industry. According to the statistics,direct economic losses of highway and its accessory structures in China caused by mountain floods were as high as 4 450 million Yuan. Among them,regions stricken by mountain floods at different levels between May and July,2007,added up to 18 provinces (cities and districts). Traffic in 8 express highways,33 national roads and 578 provincial roads were interrupted and the economic losses reached 4110 million Yuan. National highway of G319 in Fuling District of Chongqing was researched in the paper,and it was divided into 340 zones according to the distribution of geomorphology and river system along the highway. With the support of ArcGIS,a risk assessment index system for highway flooding was established on the basis of floods developing environment,floods causing factors, floods suffering factors and flooding factors. And the index data for flood risk assessment of each zone along G319 highway were acquired through various methods. The

  9. Research on Unblocked Strategies for Highway%高速公路保畅策略研究

    Institute of Scientific and Technical Information of China (English)

    杨红; 邵祖峰

    2012-01-01

    保畅是高速公路管理的又一话题,它与安全相提并论。高速公路之所以高速就在于其畅通性,满足经济建设与公众的便捷出行需要。高速公路不畅现象分为5种类型,包括因交遗事故、道路施工、收费站、燃油供给以及恶劣天气等引起,隐藏在其后的深层原因则是设计与管理上存在不足,解决高速不畅的问题也应从上述方面解决。%Highway traffic unbloeked, often compared with traffic safety, is another topic of highway administration. The main advantage of highway lies in its high-speed freeway flow, which can satisfy the needs of economic construction and convenient travel for people. The reason for blocked highway phenomenon can be divided into five types, including traffic accidents, road construction, toll stations, fuel supply and bad weather. The underlying causes in subsequent were deficiencies in design and management. Also, the problem of poor highway condition should be solved from above aspects.

  10. 西藏G318典型地质灾害成因机制及防治对策%Genetic Mechanism of Geohazard along National Highway 318 in Tibet and Prevention Countermeasure

    Institute of Scientific and Technical Information of China (English)

    汤明高; 傅涛; 张维科; 杨军

    2012-01-01

    By data collection and field investigation along national highway 318 in Tibet, it is obtained that (1) There are 324 significant geohazard, among which there are 162 collapses, 39 landslides, 88 debris flows, 3 avalanches, 10 bank collapses, and 22 frozen soils. (2) The collapses include the joint and crack cutting type, the slope deposits slumping type, and the steep terrace pebble tumbling type; landslides include the large-scale deep deposits type and the small weathering or unloading rock type; and debris flows include the rainfall induced type and glacial lake outburst type. (3 ) It is shown from distribution that regional uneven, topography local focus, stratum centralization, elevation belt, interannual cycle, and years seasonal, especially above 67% is related to human engineering activities. At last, it is proposed that the prevention idea should be batches control and hierarchical governance, and the prevention countermeasures corresponding to different types and different genetic mechanisms of geohazards.%通过资料收集和大量现场调研得出西藏境内G318沿线发育重大地质灾害324处(段),其中崩塌162个,滑坡39个,泥石流88条,雪崩3处,河岸坍塌10段,冻土冻融22段.崩塌以节理裂隙切割型岩质崩塌、坡面堆积滑塌型和高陡阶地滚落型土质崩塌为主,滑坡以大型深厚堆积层土质滑坡和中小型风化卸荷型岩质滑坡为主,泥石流以降雨诱发型和冰湖溃决型为主.沿线地质灾害在地域上不均、地形地貌上散中有聚、地层岩性及高程上相对集中、年际上具有周期性及年内具有季节性的发育特点,且与人类工程活动有关的迭67%以上.最后,提出了分期分批分级治理的防治思路和不同类型不同成因模式地质灾害的防治措施.

  11. Analyzing highway flow patterns using cluster analysis

    NARCIS (Netherlands)

    Weijermars, Wendy; van Berkum, Eric C.; Pfliegl, R.

    2005-01-01

    Historical traffic patterns can be used for the prediction of traffic flows, as input for macroscopic traffic models, for the imputation of missing or erroneous data and as a basis for traffic management scenarios. This paper investigates the determination of historical traffic patterns by means of

  12. Lack of a distinct gradient in biomarker responses in small mammals collected at different distances from a highway

    NARCIS (Netherlands)

    Hamers, T.; Smit, L.A.M.; Bosveld, A.T.C.; Berg, van den J.H.J.; Koeman, J.H.; Schooten, van F.J.; Murk, A.J.

    2002-01-01

    This study describes biomarker effects in small mammals exposed to traffic emissions. Animals were collected at 10-50 m (site 1), 150-200 m (site 2), and 5 km (site 3) from a very busy highway (A2). To distinguish between routes of exposure, strictly carnivorous common shrews (Sorex araneus) and

  13. Burden, pattern and outcomes of road traffic injuries in a rural district of India.

    Science.gov (United States)

    Gururaj, Gopalkrishna; Uthkarsh, Pallavi Sarji; Rao, Girish N; Jayaram, Ashok N; Panduranganath, Venkatesh

    2016-01-01

    Road traffic injuries (RTIs) are a leading public health problem and the understanding of RTIs in rural India is limited. The present report documents the burden, pattern, characteristics and outcomes of RTIs in a rural district of India using combined data sources: police and hospital. RTIs contributed for 38% of fatal and 39% of non-fatal injuries with an annual mortality rate of 18.1/100,000 population/year. Young males were affected most and two-wheeler users and pedestrians were involved in 45% and 20% of fatal crashes, respectively. Nearly half (51%) of fatal RTIs occurred on national highways of the district; 46% died immediately at the site. Among those hospitalised, 20% were under the influence of alcohol while use of helmets and seat belts was India with a focus on safe roads, safe vehicles and safe people along with trauma care.

  14. Dynamic traffic assignment on parallel computers

    Energy Technology Data Exchange (ETDEWEB)

    Nagel, K.; Frye, R.; Jakob, R.; Rickert, M.; Stretz, P.

    1998-12-01

    The authors describe part of the current framework of the TRANSIMS traffic research project at the Los Alamos National Laboratory. It includes parallel implementations of a route planner and a microscopic traffic simulation model. They present performance figures and results of an offline load-balancing scheme used in one of the iterative re-planning runs required for dynamic route assignment.

  15. Traffic calming schemes : opportunities and implementation strategies.

    NARCIS (Netherlands)

    Schagen, I.N.L.G. van (ed.)

    2003-01-01

    Commissioned by the Swedish National Road Authority, this report aims to provide a concise overview of knowledge of and experiences with traffic calming schemes in urban areas, both on a technical level and on a policy level. Traffic calming refers to a combination of network planning and

  16. First-passage probability of the deflection of a cable-stayed bridge under long-term site-specific traffic loading

    OpenAIRE

    Naiwei Lu; Mohammad Noori; Yang Liu

    2017-01-01

    Long-span bridges suffer from higher traffic loads and the simultaneous presence of multiple vehicles, which in conjunction with the steady traffic growth may pose a threat to the bridge safety. This study presents a methodology for first-passage probability evaluation of long-span bridges subject to stochastic heavy traffic loading. Initially, the stochastic heavy traffic loading was simulated based on long-term weigh-in-motion measurements of a highway bridge in China. A computational frame...

  17. Short-term variation in near-highway air pollutant gradients on a winter morning

    Directory of Open Access Journals (Sweden)

    J. L. Durant

    2010-09-01

    Full Text Available Quantification of exposure to traffic-related air pollutants near highways is hampered by incomplete knowledge of the scales of temporal variation of pollutant gradients. The goal of this study was to characterize short-term temporal variation of vehicular pollutant gradients within 200–400 m of a major highway (>150 000 vehicles/d. Monitoring was done near Interstate 93 in Somerville (Massachusetts from 06:00 to 11:00 on 16 January 2008 using a mobile monitoring platform equipped with instruments that measured ultrafine and fine particles (6–1000 nm, particle number concentration (PNC; particle-phase (>30 nm NO3, SO42−, and organic compounds; volatile organic compounds (VOCs; and CO2, NO, NO2, and O3. We observed rapid changes in pollutant gradients due to variations in highway traffic flow rate, wind speed, and surface boundary layer height. Before sunrise and peak traffic flow rates, downwind concentrations of particles, CO2, NO, and NO2 were highest within 100–250 m of the highway. After sunrise pollutant levels declined sharply (e.g., PNC and NO were more than halved and the gradients became less pronounced as wind speed increased and the surface boundary layer rose allowing mixing with cleaner air aloft. The levels of aromatic VOCs and NO3, SO42− and organic aerosols were generally low throughout the morning, and their spatial and temporal variations were less pronounced compared to PNC and NO. O3 levels increased throughout the morning due to mixing with O3-enriched air aloft and were generally lowest near the highway reflecting reaction with NO. There was little if any evolution in the size distribution of 6–225 nm particles with distance from the highway. These results suggest that to improve the accuracy of exposure estimates to near-highway pollutants

  18. 浅谈高速公路重大交通事故堵塞应急管理要点%Discussion on the management bey points about blockage of grave traffic injury on expressway

    Institute of Scientific and Technical Information of China (English)

    纪延安

    2011-01-01

    文章就如何加强高速公路重大交通事故堵塞应急管理,研究解决出现交通堵塞后快速恢复交通的方案,提高道路通行效率,缩短交通恢复时间。%This article elaborates how to strengthen highway emergency management of major traffic jams, study and solve the fast recovery scheme after the traffic jam to improve road traffic efficiency, shorten the traffic recovery time. Talking the points of emergency management for highway traffic jam simply for reference purposes only.

  19. Discussion on the security factors in highway design%公路设计中安全问题的探讨

    Institute of Scientific and Technical Information of China (English)

    杨兴宇

    2016-01-01

    In view of the safety problems in highway design, from the graphic design, cross-sectional design, longitudinal surface design and oth-er aspects, this paper analyzed the influence of traffic factors to highway design, put forward the measures to solve the safety problem in highway design, helpful to improve the safety level of highway traffic, comprehensively improved the service quality of transportation system.%针对公路设计中的安全问题,从公路的平面设计、横断面设计及纵面设计等方面,分析了交通因素对公路设计的影响,提出了解决公路设计中安全问题的措施,有助于提高公路交通的安全水平,全面改善交通系统的服务质量.

  20. Traffic Pattern Detection Using the Hough Transformation for Anomaly Detection to Improve Maritime Domain Awareness

    Science.gov (United States)

    2013-12-01

    Hough transformation is performed by translating a point in the reference axis system, or real space , to a set of definitions in the Hough space that...Hough space to define the line detected in the real space , the maritime domain requires special consideration. Because highways may be of any width and...transformation enables the detection of less prominent highways. The grid space has been renormalized to the maximum traffic density of the secondary

  1. Establish and Manage Jurisdiction-wide Traffic Monitoring Systems: North American Experiences%管辖范围内的交通监控系统的建立和管理:北美经验

    Institute of Scientific and Technical Information of China (English)

    钟鸣; 刘国新

    2007-01-01

    With the rapid motorization process in China, an increasingly complicated highway transportation system has been developed. Reliable national and provincial traffic monitoring systems are becoming necessary. A review of experiences from developed countries in North America can be helpful for highway administrations and agencies to design and implement effective and efficient traffic monitoring systems. Highway agencies in North America have over time developed "standard" traffic monitoring systems based on guidelines from the Federal Highway Administration (FHWA), the American Association of State Highway and Transportation Officials (AASHTO), and the American Society for Testing and Materials (ASTM). Common practices are adopted based on analyses of system accuracy, reliability, and cost-effectiveness. The common practices can produce equivalent and comparable traffic summary statistics, which are able to support sensible decision-makings at all aspects of highway transportation. The experiences of highway agencies, current practices, and related guidelines in North America are therefore presented first. Principles for guiding development and operation of traffic data programs are then summarized and reviewed. Existing problems and active research for traffic monitoring practices and standards are also identified and discussed. It is believed that the reviewed experiences, guidelines and principles will be helpful for China to establish effective and common-practice based "standard" traffic monitoring systems.%随着中国机动化进程的加快,高速公路运输系统日益复杂化,建立可靠的国家和地方交通监控系统已成为必需.回顾北美发达国家的经验对于高速公路的管理和设计部门设计及实施有效的交通监控系统是有益的.在联邦高速公路管理局(FHWA),美国州公路和运输官员协会(AASHTO)以及美国材料与试验协会(ASTM)的指导方针下,北美高速公路部门开发了一套"标准的"

  2. DETERMINED MODEL FOR COORDINATED REGULATION OF MOTOR TRANSPORT MOVEMENT ON HIGHWAY

    Directory of Open Access Journals (Sweden)

    V. P. Ivanov

    2011-01-01

    Full Text Available The paper examines certain parameters of a determined model and its response to changes in these parameters. The determined model for bidirectional movement has been developed in the paper. The paper contains proposals for an optimization of the developed model which are intended for reduction of motor vehicle delays in front of an in-traffic light stop line along the main highway direction.

  3. 23 CFR Appendix B to Subpart B of... - Required Contract Provisions, Appalachian Development Highway System and Local Access Roads...

    Science.gov (United States)

    2010-04-01

    ... 23 Highways 1 2010-04-01 2010-04-01 false Required Contract Provisions, Appalachian Development... Appendix B to Subpart B of Part 633—Required Contract Provisions, Appalachian Development Highway System... basis of race, creed, color, or national origin, because of habit, local custom, or otherwise. He...

  4. 高速动态称重系统在公路车辆荷载调查中的应用%The application of highway dynamic weighing system in highway vehicle load survey

    Institute of Scientific and Technical Information of China (English)

    陈少幸; 王强

    2014-01-01

    This paper introduced the principle using highway dynamic weighing system to detect the traffic flow and axial load situation,through the data collection,analyzed the section traffic flow,traffic flow circadian distribution and axle load distribution,pointed out the highway dynam-ic weighing system played an important role in accurately design of pavement structure and pavement management.%对采用高速动态称重系统检测道路交通流量及轴载情况的原理作了介绍,通过数据采集,分析了断面交通量、交通量昼夜分布情况及轴载情况,指出高速动态称重系统对准确设计路面结构与路面管理具有重要作用。

  5. 32 CFR 634.29 - Traffic accident investigation reports.

    Science.gov (United States)

    2010-07-01

    ... 32 National Defense 4 2010-07-01 2010-07-01 true Traffic accident investigation reports. 634.29... records. Installation law enforcement officials will record traffic accident investigations on Service/DLA... traffic accident investigation reports pertaining to accidents investigated by military police that...

  6. 32 CFR 636.12 - Traffic accident investigation.

    Science.gov (United States)

    2010-07-01

    ... 32 National Defense 4 2010-07-01 2010-07-01 true Traffic accident investigation. 636.12 Section... ENFORCEMENT AND CRIMINAL INVESTIGATIONS MOTOR VEHICLE TRAFFIC SUPERVISION (SPECIFIC INSTALLATIONS) Fort Stewart, Georgia § 636.12 Traffic accident investigation. In addition to the requirements in § 634.28 of...

  7. 44 CFR 15.14 - Vehicular and pedestrian traffic.

    Science.gov (United States)

    2010-10-01

    ... traffic. 15.14 Section 15.14 Emergency Management and Assistance FEDERAL EMERGENCY MANAGEMENT AGENCY... NATIONAL EMERGENCY TRAINING CENTER § 15.14 Vehicular and pedestrian traffic. (a) Drivers of all vehicles... signals and directions of the Police/Security Force or other authorized officials and all posted traffic...

  8. 32 CFR 234.17 - Vehicles and traffic safety.

    Science.gov (United States)

    2010-07-01

    ... 32 National Defense 2 2010-07-01 2010-07-01 false Vehicles and traffic safety. 234.17 Section 234...) MISCELLANEOUS CONDUCT ON THE PENTAGON RESERVATION § 234.17 Vehicles and traffic safety. (a) In general. Unless specifically addressed by regulations in this part, traffic and the use of vehicles within the Pentagon...

  9. 32 CFR 636.11 - Installation traffic codes

    Science.gov (United States)

    2010-07-01

    ... 32 National Defense 4 2010-07-01 2010-07-01 true Installation traffic codes 636.11 Section 636.11... CRIMINAL INVESTIGATIONS MOTOR VEHICLE TRAFFIC SUPERVISION (SPECIFIC INSTALLATIONS) Fort Stewart, Georgia § 636.11 Installation traffic codes In addition to the requirements in § 634.25(d) of this subchapter...

  10. Jamitons: Phantom Traffic Jams

    Science.gov (United States)

    Kowszun, Jorj

    2013-01-01

    Traffic on motorways can slow down for no apparent reason. Sudden changes in speed by one or two drivers can create a chain reaction that causes a traffic jam for the vehicles that are following. This kind of phantom traffic jam is called a "jamiton" and the article discusses some of the ways in which traffic engineers produce…

  11. Queueing and traffic

    NARCIS (Netherlands)

    Baër, Niek

    2015-01-01

    Traffic jams are everywhere, some are caused by constructions or accidents but a large portion occurs naturally. These "natural" traffic jams are a result of variable driving speeds combined with a high number of vehicles. To prevent these traffic jams, we must understand traffic in general, and to

  12. Jamitons: Phantom Traffic Jams

    Science.gov (United States)

    Kowszun, Jorj

    2013-01-01

    Traffic on motorways can slow down for no apparent reason. Sudden changes in speed by one or two drivers can create a chain reaction that causes a traffic jam for the vehicles that are following. This kind of phantom traffic jam is called a "jamiton" and the article discusses some of the ways in which traffic engineers produce…

  13. Uninhabited Traffic Management System Evaluator (UTME) Project

    Data.gov (United States)

    National Aeronautics and Space Administration — The key innovation of this effort is the development of an Uninhabited Aerial System (UAS) Traffic Manager Evaluator (UTME) specifically targeted at evaluating...

  14. Air Traffic Management Cost Assessment Tool Project

    Data.gov (United States)

    National Aeronautics and Space Administration — The Robust Analytics air traffic management cost assessment tool provides the comprehensive capability to analyze the impacts of NASA Airspace Systems Program (ASP)...

  15. Analysis Of Highway Air Pollution

    Directory of Open Access Journals (Sweden)

    T.SUBRAMANI

    2014-06-01

    Full Text Available The traffic is growing at rapid rate in urban areas of India and the management of traffic operations on the limited road network of the cities has become a gigantic task to the concerned authorities. Despite the concerted efforts of concerned authorities aimed at augmenting road infrastructure, traffic congestion is continuing to increase leading to environmental degradation. Eventually, a major study was commissioned by the Government of India to quantify urban travel by road and associated air pollutants coming from automobile exhausts in eight cities namely, Delhi, Mumbai, Kolkata, Chennai, Bangalore, Hyderabad, Kanpur and Agra. The main objective was to make an accurate assessment of total number of vehicles and develop database and techniques to estimate road traffic and pollution loads in each city. This paper describes operating characteristics of traffic and quantification of traffic and air pollution loads (base and horizon year on major road network of Chennai city. Comparatively urbanization is moderate in India. This is because the major contributor to the Indian economy is agriculture and it is rural based. As per the Census of India 2001, the urban population of India is around 28 percent of the total population. This proportion of urban population has grown from ten percent in 1901 to twenty eight percent in 2001. The disturbing aspect of the urbanization trends in India is the skewed distribution of the urban population. Nearly seventy percent of the urban population is located in Class-I cities (i.e. population of 100 Thousand and above. Further, 38 percent of the total urban population is located in metropolitan cities (i.e. population of 1 million and above numbering about thirty-five. This heavy concentration of population in a few centers has resulted in the expansion of cities in density as well as area.

  16. TRANSIMS traffic flow characteristics

    CERN Document Server

    Nagel, K; Pieck, M; Donnelly, R; Barrett, C L; Nagel, Kai; Stretz, Paula; Pieck, Martin; Donnelly, Rick; Barrett, Christopher L.

    1997-01-01

    Knowledge of fundamental traffic flow characteristics of traffic simulation models is an essential requirement when using these models for the planning, design, and operation of transportation systems. In this paper we discuss the following: a description of how features relevant to traffic flow are currently under implementation in the TRANSIMS microsimulation, a proposition for standardized traffic flow tests for traffic simulation models, and the results of these tests for two different versions of the TRANSIMS microsimulation.

  17. 32 CFR 1903.4 - Vehicles and traffic safety.

    Science.gov (United States)

    2010-07-01

    ... 32 National Defense 6 2010-07-01 2010-07-01 false Vehicles and traffic safety. 1903.4 Section 1903.4 National Defense Other Regulations Relating to National Defense CENTRAL INTELLIGENCE AGENCY CONDUCT ON AGENCY INSTALLATIONS § 1903.4 Vehicles and traffic safety. (a) Open container of alcoholic...

  18. Road Snow Damage Area Highway Design Principle%公路风吹雪雪害地区公路设计原则

    Institute of Scientific and Technical Information of China (English)

    张传义

    2012-01-01

    简要介绍凤吹雪对公路交通的危害,并分析公路风吹雪雪害的成因,提出在风吹雪地区公路设计中,应提前考虑风雪流对拟建公路的危害,减少风吹雪的危害程度。%This paper briefly introduces the blowing snow on highway traffic hazards, as well as the analysis, in the forward wind, snow area highway design, consideration should be given to advance construction of highway snowdrift snow hazard risk, reduce.

  19. Comprehensive Evaluation of Entropy-hierarchical Grey Correlation Analysis for Highway Safety Life Protection Engineering

    Directory of Open Access Journals (Sweden)

    Jin Shuxins

    2016-01-01

    Full Text Available Different highway safety life protection engineering decision-making have important meaning. The achieving goals and optimal highway safety life protection engineering scheme can not only improve the function of the highway facilities and service level, still can reduce the traffic accident, which caused by the imperfect highway facilities. Different highway safety life protection engineering decision-making is a multiple targets, multi-layers and multi-schemes system evaluation problem. With regard to lack of concrete data on multiple targets, multi-layers and multi-schemes system evaluation problem, make analytical hierarchy process combined with the entropy value analysis into the grey relational comprehensive evaluation method, and then get entropy-hierarchical grey correlation analysis method. This method is a qualitative and quantitative decision method, which combine comparison principle of analytic hierarchy process (AHP and the entropy principle of entropy value analysis method to determine the relative weight of various indexes between factors layer-by-layer. Then using grey relational analysis by low-layer to high-layer step by step in the possible scheme and referenced scheme. Finally, calculating the comprehensive correlation degree between the possible scheme and referenced scheme, the best plan which has maximum grey correlation degree can be selected.

  20. Effect of vehicular traffic on wild animals in Sigur Plateau, Tamil Nadu, India

    Directory of Open Access Journals (Sweden)

    A. Samson

    2016-08-01

    Full Text Available The construction of a road, directly and indirectly, impacts on the ecosystems where the road is built.  Highways passing through national reserves/wildlife sanctuaries have an adverse impact on wild animals.  The present survey was conducted to estimate the road kills on the state highways passing through the Nilgiri north territorial forest division (19km and Mudumalai Tiger Reserve (15km in Sigur Plateau, Tamil Nadu, India.  The road kills were monitored three times a month between July 2013 and December 2013 (six months and a total of 176 road kills belonging to 30 species were recorded.  Reptiles were the most affected taxa (39%, followed by mammals (33% and birds (21%.  Amphibians were least affected by vehicular traffic and comprised 7% of the total kills.  According to road stretch category, the overall road kill was N=135 in the forested area and N=41 in human habitations.  A total of 812 food materials were encounterd  612km with average of  1.32 food materials / km. Conservation and management implications are essential to prevent the local extinction of wildlife. 

  1. A Queuing Model-Based System for Triggering Traffic Flow Management Algorithms Project

    Data.gov (United States)

    National Aeronautics and Space Administration — Next generation air traffic management systems are expected use multiple software tools and quantitative methods for managing traffic flow in the National Airspace....

  2. Road traffic accidents in Libya: An undeclared War

    Directory of Open Access Journals (Sweden)

    Ahmed Salamat

    2008-01-01

    impact when national health challenges are tackled systematically [3-5]. It is perplexing not to have a Libyan National Traffic Policy to deal with this very serious issue comprehensively.The majority of serious accidents in Libya occur on motorways. Internationally, motorways are organised in such a way that traffic can only leave or join the motorway through specified junctions. In contrast, in Libyan motorways, other vehicles can join the motorway unpredictably at any point, left or right and sometimes from above or below! Personally I think that the lack of a Highway Code or its implementation is a major contributing cause for serious RTAs.The Libyan Traffic Police Force needs a shakeup to root out the few corrupt officers who brought what used to be a highly regarded force into disrepute because of their indiscipline. The force needs support, respect and incentives, one of which is to link their pay rise to the national reduction of RTAs.To be slightly provocative, I would like to call for a public inquiry into the issue of RTAs in Libya. This is a very robust way to learn lessons and implement corrective changes (please see www.hse.gov.uk Railway Public inquiries. Dr Ali touched on the importance of ATLS. As we can learn from the above story the issue is not as simple as we think. I will not scratch the issue of the role of Blood transfusion Service in this situation. Suffice it to say this is a colossal national challenge and deserves equal resources.I would like to express my disagreement with Dr Ali’s suggestion to exert our pressure on the Libyan Ministry of Health. I do not believe that we have any power to exert over the politicians!

  3. AN OVERVIEW OF LONGITUDINAL CHARACTERISTICS OF ROAD TRAFFIC FLOW

    Directory of Open Access Journals (Sweden)

    Banihan GÜNAY

    2002-02-01

    Full Text Available As multi-lane roadways have been widely used in many countries for years, analysis of two-dimensional vehicular interactions acquires special importance in highway design and operation. The simultaneous consideration of both lateral and longitudinal movements of traffic flow becomes vital in many aspects of traffic engineering, like modelling. The former component was reviewed elsewhere. In this paper, previous work on longitudinal characteristics of multi-lane traffic flow is scrutinised. Non-existence of such a review in recent literature was the main motive of the work, and it is hoped that it forms a reference report for other traffic analysts. In addition, the paper underlines a number of possible areas for future research.

  4. Residential satisfaction close to highways : The impact of accessibility, nuisances and highway adjustment projects

    NARCIS (Netherlands)

    Hamersma, Marije; Tillema, Taede; Sussman, Joseph; Arts, Jos

    In this paper we focus on gaining insight into the residential satisfaction of households near highways, based on survey data collected among 1225 respondents in the Netherlands living within 1000 m from a highway. Ordinal regression was used to study the impact of highway externalities on

  5. Residential satisfaction close to highways : The impact of accessibility, nuisances and highway adjustment projects

    NARCIS (Netherlands)

    Hamersma, Marije; Tillema, Taede; Sussman, Joseph; Arts, Jos

    2014-01-01

    In this paper we focus on gaining insight into the residential satisfaction of households near highways, based on survey data collected among 1225 respondents in the Netherlands living within 1000 m from a highway. Ordinal regression was used to study the impact of highway externalities on residenti

  6. Concept definition of traffic flow wide-area surveillance

    Energy Technology Data Exchange (ETDEWEB)

    Allgood, G.O.; Ferrell, R.K.; Kercel, S.W.

    1994-07-01

    Traffic management can be thought of as a stochastic queuing process where the serving time at one of its control points is dynamically linked to the global traffic pattern, which is, in turn, dynamically linked to the control point. For this closed-loop system to be effective, the traffic management system must sense and interpret large spatial projections of data originating from multiple sensor suites. The intent of the Wide-Area Surveillance (WAS) Project is to build upon this concept and define the operational specifications and characteristics of a Traffic Flow Wide-Area Surveillance (TFWAS) system in terms of traffic management and control. In doing so, the functional capabilities of a TFWAS will be mapped onto an operational profile that is consistent with the Federal Highway Administration`s Intelligent Vehicle Highway System. This document provides the underlying foundation of this work by offering a concept definition for the TFWAS system. It concentrates on answering the question: ``What is the system?`` In doing so, the report develops a hierarchy of specialized definitions.

  7. Earthquake model describes traffic jams caused by imperfect driving styles

    Science.gov (United States)

    Járai-Szabó, Ferenc; Néda, Zoltán

    2012-11-01

    The wide modeling potential of the classical spring-block type system is illustrated by an interdisciplinary application. A simple one-dimensional spring-block chain with asymmetric spring forces is used to model idealized single-lane highway traffic and the emergence of phantom traffic jams. Based on the stop-time statistics of one car in the row, a proper order parameter is defined. By extensive computer simulations the parameter space of the model is explored, analyzed and interpreted. Existence of free and congested flow phases is confirmed and the transition between them is analyzed.

  8. Logistic centres in the Hungarian traffic network -A Current Smvey

    Directory of Open Access Journals (Sweden)

    Geza Schubert

    2003-07-01

    Full Text Available As Europe's economic integration proceeds, Hungary- situatedin the continent's geometric centre - is called upon to accommodatea huge volume of transit traffic. Congestion on thecountry's highways, already a serious problem, makes it desirableto shift transit freight traffic onto railways. For this purpose,and also to make transportation generally more efficient,the so-called logistic service centres are being established. Theseare expected to play a decisive role in the European freight trafficnetwork. An expeditious extension of their services is urgentlyneeded.

  9. Landslides along Highways: GIS-based Inventory and Planning Issues

    Science.gov (United States)

    Jaeger, Ann-Kathrin; Klose, Martin; Damm, Bodo

    2015-04-01

    Highways rank as critical transportation infrastructures that are at risk of landslides in many areas worldwide (e.g., Hungr et al., 1999; Bhandary et al., 2013). Safe and affordable operations of traffic routes constitute the two main criteria for transportation planning in landslide-prone terrain. A right balancing of these often conflicting priorities requires profound knowledge of landslide locations across highway networks and the costs caused by landslides in the past (e.g., Saha et al., 2005). Much of the direct costs affecting transportation departments relate to capital investments for landslide repair or mitigation and operational expenditures in connection with maintenance works. A systematic collection and inventory of such data sets combined with an acquisition of hazard information on vulnerable road sections is still rarely the case in engineering practice. This is despite significant cost impacts and budgetary burdens, especially in peripheral mountain areas where financial resources are naturally limited (e.g., Klose et al., 2014). The present contribution introduces a regional inventory of landslides along highways in the Harz Mountains, NW Germany. As subset of a landslide database for the entire country, this focused GIS-based inventory has been compiled in close collaboration with the Lower Saxony Department of Transportation. The inventory includes data sets gathered by archive studies and relies on high-quality information sources such as maintenance protocols, geotechnical reports, and documents from tendering, controlling, and accounting. A mapping tool in ArcGIS format is used to specify and visualize road sections affected by landslides. This spatial information on hazard exposure is complemented by narrative risk profiles for landslide sites showing a long history of damage events. By summarizing the occurrence dates of landslides, the associated damages, and the types and costs of repair or prevention, such risk profiles are useful to

  10. 浅谈公路线形安全设计%Brief Discussion on Highway Alignment Safety Design

    Institute of Scientific and Technical Information of China (English)

    刘守良

    2012-01-01

    Highway traffic safety is a comprehensive issue involving many factors of people, vehicles, roads and environment. Standards and speed related to highway alignment safety design as well as visual and psychologi- cal factors related to drivers are discussed. It is required to take characteristics of people, vehicles, and environ- ment into full account in highway alignment design and apply design index flexibly so as to make highway alignment continuous and balanced meeting the expectation of drivers and make highway traffic safer and more humanized.%公路交通安全是一个涉及人、车、路、环境多方面因素的综合性问题,探讨了与公路线形安全设计有关的标准、速度以及与驾驶员相关的视觉和心理等因素,要求在公路线形设计中充分考虑人、车和环境的特性,灵活运用设计指标,使公路线形连续、均衡,符合驾驶员的期望,公路交通更安全、更人性化。

  11. Older Drivers

    Science.gov (United States)

    ... in this topic was provided by the National Highway Traffic Safety Administration Topic last reviewed: March 2015 For ... see Traffic Safety Facts 2012: Older Population. (National Highway Traffic Safety Administration). Crashes Down Among Older Drivers Fortunately, ...

  12. Fatigue in Steel Highway Bridges under Random Loading

    DEFF Research Database (Denmark)

    Agerskov, Henning; Nielsen, Jette Andkjær

    1999-01-01

    Fatigue damage accumulation in steel highway bridges under random loading is studied. The fatigue life of welded joints has been determined both experimentally and from a fracture mechanics analysis. In the experimental part of the investigation, fatigue test series on welded plate test specimens...... correspond to one week's traffic loading, determined by means of strain gauge measurements on the orthotropic steel deck structure of the Faro Bridges in Denmark. The test series carried through show a significant difference between constant amplitude and variable amplitude fatigue test results. Both...... the fracture mechanics analysis and the fatigue test results indicate that Miner's rule, which is normally used in the design against fatigue in steel bridges, may give results that are unconservative. The validity. of the results obtained from Miner's rule will depend on the distribution of the load history...

  13. Fatigue in Steel Highway Bridges under Random Loading

    DEFF Research Database (Denmark)

    Agerskov, Henning; Nielsen, J.A.; Vejrum, Tina

    1997-01-01

    In the present investigation, fatigue damage accumulation in steel highway bridges under random loading is studied. The fatigue life of welded joints has been determined both experimentally and from a fracture mechanics analysis.In the experimental part of the investigation, fatigue test series...... to one week's traffic loading, determined by means of strain gage measurements on the orthotropic steel deck structure of the Farø Bridges in Denmark.The test series which have been carried through show a significant difference between constant amplitude and variable amplitude fatigue test results. Both...... the fatigue test results and the fracture mechanics analysis indicate that the linear fatigue damage accumulation formula, which is normally used in the design against fatigue in steel bridges, may give results, which are unconservative. The validity of the results obtained from the linear fatigue damage...

  14. The Damage Effects in Steel Bridges under Highway Random Loading

    DEFF Research Database (Denmark)

    Agerskov, Henning; Nielsen, Jette Andkjær

    1996-01-01

    In the present investigation, fatigue damage accumulation in steel bridges under highway random loading is studied. In the experimental part of the investigation, fatigue test series on welded plate test specimens have been carried through. The fatigue tests have been carried out using load...... histories, which correspond to one week's traffic loading, determined by means of strain gage measurements on the orthotropic steel deck structure of the Farø Bridges in Denmark. Both the results that have been obtained in the test series carried through and the results of fracture mechanics analysis...... indicate that the linear fatigue damage accumulation formula, which is normally used in the design against fatigue in steel bridges, may give results, which are unconservative....

  15. Chain-reaction crash on a highway in high visibility

    Science.gov (United States)

    Nagatani, Takashi

    2016-05-01

    We study the chain-reaction crash (multiple-vehicle collision) in high-visibility condition on a highway. In the traffic situation, drivers control their vehicles by both gear-changing and braking. Drivers change the gears according to the headway and brake according to taillights of the forward vehicle. We investigate whether or not the first collision induces the chain-reaction crash numerically. It is shown that dynamic transitions occur from no collisions, through a single collision, to multiple collisions with decreasing the headway. Also, we find that the dynamic transition occurs from the finite chain reaction to the infinite chain reaction when the headway is less than the critical value. We compare the multiple-vehicle collisions in high-visibility with that in low-visibility. We derive the transition points and the region maps for the chain-reaction crash in high visibility.

  16. Landscaping of highway medians and roadway safety at unsignalized intersections.

    Science.gov (United States)

    Chen, Hongyun; Fabregas, Aldo; Lin, Pei-Sung

    2016-05-01

    Well-planted and maintained landscaping can help reduce driving stress, provide better visual quality, and decrease over speeding, thus improving roadway safety. Florida Department of Transportation (FDOT) Standard Index (SI-546) is one of the more demanding standards in the U.S. for landscaping design criteria at highway medians near intersections. The purposes of this study were to (1) empirically evaluate the safety results of SI-546 at unsignalized intersections and (2) quantify the impacts of geometrics, traffic, and landscaping design features on total crashes and injury plus fatal crashes. The studied unsignalized intersections were divided into (1) those without median trees near intersections, (2) those with median trees near intersections that were compliant with SI-546, and (3) those with median trees near intersections that were non-compliant with SI-546. A total of 72 intersections were selected, for which five-year crash data from 2006-2010 were collected. The sites that were compliant with SI-546 showed the best safety performance in terms of the lowest crash counts and crash rates. Four crash predictive models-two for total crashes and two for injury crashes-were developed. The results indicated that improperly planted and maintained median trees near highway intersections can increase the total number of crashes and injury plus fatal crashes at a 90% confidence level; no significant difference could be found in crash rates between sites that were compliant with SI-546 and sites without trees. All other conditions remaining the same, an intersection with trees that was not compliant with SI-546 had 63% more crashes and almost doubled injury plus fatal crashes than those at intersections without trees. The study indicates that appropriate landscaping in highway medians near intersections can be an engineering technology that not only improves roadway environmental quality but also maintains intersection safety.

  17. No evidence of a threshold in traffic volume affecting road-kill mortality at a large spatio-temporal scale

    Energy Technology Data Exchange (ETDEWEB)

    Grilo, Clara, E-mail: clarabentesgrilo@gmail.com [Departamento de Biología de la Conservación, Estación Biológica de Doñana (EBD-CSIC), Calle Américo Vespucio s/n, E-41092 Sevilla (Spain); Centro Brasileiro de Estudos em Ecologia de Estradas, Departamento de Biologia, Universidade Federal de Lavras, Campus Universitário, 37200-000 Lavras, Minas Gerais (Brazil); Ferreira, Flavio Zanchetta; Revilla, Eloy [Departamento de Biología de la Conservación, Estación Biológica de Doñana (EBD-CSIC), Calle Américo Vespucio s/n, E-41092 Sevilla (Spain)

    2015-11-15

    Previous studies have found that the relationship between wildlife road mortality and traffic volume follows a threshold effect on low traffic volume roads. We aimed at evaluating the response of several species to increasing traffic intensity on highways over a large geographic area and temporal period. We used data of four terrestrial vertebrate species with different biological and ecological features known by their high road-kill rates: the barn owl (Tyto alba), hedgehog (Erinaceus europaeus), red fox (Vulpes vulpes) and European rabbit (Oryctolagus cuniculus). Additionally, we checked whether road-kill likelihood varies when traffic patterns depart from the average. We used annual average daily traffic (AADT) and road-kill records observed along 1000 km of highways in Portugal over seven consecutive years (2003–2009). We fitted candidate models using Generalized Linear Models with a binomial distribution through a sample unit of 1 km segments to describe the effect of traffic on the probability of finding at least one victim in each segment during the study. We also assigned for each road-kill record the traffic of that day and the AADT on that year to test for differences using Paired Student's t-test. Mortality risk declined significantly with traffic volume but varied among species: the probability of finding road-killed red foxes and rabbits occurs up to moderate traffic volumes (< 20,000 AADT) whereas barn owls and hedgehogs occurred up to higher traffic volumes (40,000 AADT). Perception of risk may explain differences in responses towards high traffic highway segments. Road-kill rates did not vary significantly when traffic intensity departed from the average. In summary, we did not find evidence of traffic thresholds for the analysed species and traffic intensities. We suggest mitigation measures to reduce mortality be applied in particular on low traffic roads (< 5000 AADT) while additional measures to reduce barrier effects should take into

  18. Mixed Traffic Flow Capacity of More Major Lanes Unsignalized Intersection%主路多车道无信号交叉口混合交通流的通行能力

    Institute of Scientific and Technical Information of China (English)

    田新现

    2008-01-01

    Highway capacity is defined as maximum volume of traffic flow through the particular highway section under given traffic conditions,road conditions and so on.Highway construction and management is judged by capacity standard.The reasonable scale and time of highway construction,rational network structure and optimal management mode of highway network can be determined by analyzing the fitness between capacity and traffic volume.All over the world,highway capacity is studied to different extent in different country. Based on the gap acceptance theory,the mixed traffic flow composed of two representative vehicle types heavy and light vehicles is analyzed with probability theory.Capacity model of the minor mixed traffic flows crossing m major lanes,on which the traffic flows fix in with M3 distributed headway,on the unsignalized intersection is set up,and it is an extension of minor lane capacity theory for one vehicle-type and one major-lane traffic flow.

  19. Evaluation and analysis of noise levels at traffic intersections of Nagpur city, India.

    Science.gov (United States)

    Vijay, Ritesh; Popat, Rishabh; Pisode, Mayur; Sharma, Asheesh; Manoj, Kumar; Chakrabarti, T; Gupta, Rajesh

    2013-04-01

    The objective of the present study was to monitor and assess the noise levels at traffic intersections in Napgur city under heterogenic traffic activities. For this, traffic volume and noise level were measured at intersections on highways, major roads andring road during morning and evening peak hours. Traffic volume was categorized in light, medium and heavy vehicles while noise levels were measured for Lmin, Lmax, Leq , L10 and L90. Equivalent noise was observed in the range of 71.3 to 79.3 dB(A) at the traffic intersections. Due to heterogenic traffic conditions and activities at the intersection like honking, idling, gear noise, bearing noise, breaking noise, tyre-road noise and exhaust noise, no correlation was established between traffic volume and observed noise levels except West High Court road. A strong correlation was found at West High Court road due to controlled traffic flow and less impact of heavy vehicles. Impact of noisy vehicles on general traffic was also assessed at the traffic intersections based on noise pollution levels and traffic noise index. The study suggests that control measures are required at the traffic intersections to minimize noise pollution levels.

  20. Ice Control with Brine on Highways

    DEFF Research Database (Denmark)

    Bolet, Lars

    During the years 1996-2006, the Division of Highways and Transportation in the former county of Funen gradually replaced pre-wetted salt with brine as de-icing agent in all her ice control activities. The replacement related to 1000 kilometres of highways. Jeopardizing neither road safety nor...

  1. Engineering geology as applied to highway construction

    Science.gov (United States)

    Gard, Leonard M.

    1955-01-01

    A geologic study of the site for a relocated segment of State Highway 93 northwest of Denver Colo., was made by by the Engineering Geology Branch of the U.S. Geological Survey as a demonstration of the applicability of geologic mapping to problems of highway construction. The relocated segment provides access to the Rocky Flats plant of the Atomic Energy Commission.  

  2. 32 CFR 634.30 - Use of traffic accident investigation report data.

    Science.gov (United States)

    2010-07-01

    ... 32 National Defense 4 2010-07-01 2010-07-01 true Use of traffic accident investigation report data... § 634.30 Use of traffic accident investigation report data. (a) Data derived from traffic accident... accidents (collision diagram) will be examined. (b) Law enforcement personnel and others who prepare traffic...

  3. Quantifying traffic exposure.

    Science.gov (United States)

    Pratt, Gregory C; Parson, Kris; Shinoda, Naomi; Lindgren, Paula; Dunlap, Sara; Yawn, Barbara; Wollan, Peter; Johnson, Jean

    2014-01-01

    Living near traffic adversely affects health outcomes. Traffic exposure metrics include distance to high-traffic roads, traffic volume on nearby roads, traffic within buffer distances, measured pollutant concentrations, land-use regression estimates of pollution concentrations, and others. We used Geographic Information System software to explore a new approach using traffic count data and a kernel density calculation to generate a traffic density surface with a resolution of 50 m. The density value in each cell reflects all the traffic on all the roads within the distance specified in the kernel density algorithm. The effect of a given roadway on the raster cell value depends on the amount of traffic on the road segment, its distance from the raster cell, and the form of the algorithm. We used a Gaussian algorithm in which traffic influence became insignificant beyond 300 m. This metric integrates the deleterious effects of traffic rather than focusing on one pollutant. The density surface can be used to impute exposure at any point, and it can be used to quantify integrated exposure along a global positioning system route. The traffic density calculation compares favorably with other metrics for assessing traffic exposure and can be used in a variety of applications.

  4. A Study on Supply Model of Rural Highways in China

    Directory of Open Access Journals (Sweden)

    Wang Dexiang

    2015-01-01

    Full Text Available Rural highway has a significant impact to build a moderately prosperous society in all aspects, and it is an important critical infrastructure to build harmonious society. Highway has its own economics attributes, and rural highway also has its own characteristics. This paper combines with rural highway characteristics to analyze the supply model and problems of rural highway. It summarizes several mixed supply models of rural highways.

  5. Computational Intelligence in Highway Management: A Review

    Directory of Open Access Journals (Sweden)

    Ondrej Pribyl

    2015-10-01

    Full Text Available Highway management systems are used to improve safety and driving comfort on highways by using control strategies and providing information and warnings to drivers. They use several strategies starting from speed and lane management, through incident detection and warning systems, ramp metering, weather information up to, for example, informing drivers about alternative roads. This paper provides a review of the existing approaches to highway management systems, particularly speed harmonization and ramp metering. It is focused only on modern and advanced approaches, such as soft computing, multi-agent methods and their interconnection. Its objective is to provide guidance in the wide field of highway management and to point out the most relevant recent activities which demonstrate that development in the field of highway management is still important and that the existing research exhibits potential for further enhancement.

  6. Checklist for transition to new highway fuel(s).

    Energy Technology Data Exchange (ETDEWEB)

    Risch, C.; Santini, D.J. (Energy Systems)

    2011-12-15

    Transportation is vital to the U.S. economy and society. As such, U.S. Presidents have repeatedly stated that the nation needs to reduce dependence on petroleum, especially for the highway transportation sector. Throughout history, highway transportation fuel transitions have been completed successfully both in United States and abroad. Other attempts have failed, as described in Appendix A: Historical Highway Fuel Transitions. Planning for a transition is critical because the changes can affect our nation's ability to compete in the world market. A transition will take many years to complete. While it is tempting to make quick decisions about the new fuel(s) of choice, it is preferable and necessary to analyze all the pertinent criteria to ensure that correct decisions are made. Doing so will reduce the number of changes in highway fuel(s). Obviously, changes may become necessary because of occurrences such as significant technology breakthroughs or major world events. With any and all of the possible transitions to new fuel(s), the total replacement of gasoline and diesel fuels is not expected. These conventional fuels are envisioned to coexist with the new fuel(s) for decades, while the revised fuel and vehicle infrastructures are implemented. The transition process must analyze the needs of the primary 'players,' which consist of the customers, the government, the fuel industry, and the automotive industry. To maximize the probability of future successes, the prime considerations of these groups must be addressed. Section 2 presents a succinct outline of the Checklist. Section 3 provides a brief discussion about the groupings on the Checklist.

  7. Application of multi-temporal landform analysis in landslide susceptibility assessment for mountainous highway - a case study in southeastern Taiwan

    Science.gov (United States)

    Liu-Xuan, Jian; Wei-Kai, Huang; Po-Shen, Lin

    2016-04-01

    This study divided a coastal mountainous highway into small sections with slope unit, plot the multi-temporal landslide inventories, and analyze the relationships between the revegetation areas of the existing landslide and newly activated landslide to calculate landslide status Index (LSI). The RI represents the multi-temporal status of landslide status in each slope unit; three statuses and their representing colors were defined in this study. Red representing slope unit with continuously landslides, yellow for those with previous landslide but stable and revegetating, green are those without landslides. The regression lines became one of the parameters in establishing landslide status map. The study area, 407K to 439K of Provincial Highway No. 9, located in southeastern Taiwan and is the most important transport corridor connecting southern Taiwan and the east coast. In 2009 this mountainous highway was hit by Typhoon Morakot and several landslides, debris slides were triggered in the study area. The debris blocked the traffic and residential communities alone the highway became isolated. To this date some section of the highway still suffer from landslide hazard and transportation had to be temporarily interrupted during some occasions. The landslide status map of this transport corridor was established combining the result of field investigation, remote sensing interpretation, and the regression lines of LSI. The preliminary result shows that out of the 258 slope units, 13 (5%) showing continuous landslides, 44 (17%) became stable and revegetating. The result of this study could provide better information for mountainous highway safety management.

  8. Multiple logistic regression model of signalling practices of drivers on urban highways

    Science.gov (United States)

    Puan, Othman Che; Ibrahim, Muttaka Na'iya; Zakaria, Rozana

    2015-05-01

    Giving signal is a way of informing other road users, especially to the conflicting drivers, the intention of a driver to change his/her movement course. Other users are exposed to hazard situation and risks of accident if the driver who changes his/her course failed to give signal as required. This paper describes the application of logistic regression model for the analysis of driver's signalling practices on multilane highways based on possible factors affecting driver's decision such as driver's gender, vehicle's type, vehicle's speed and traffic flow intensity. Data pertaining to the analysis of such factors were collected manually. More than 2000 drivers who have performed a lane changing manoeuvre while driving on two sections of multilane highways were observed. Finding from the study shows that relatively a large proportion of drivers failed to give any signals when changing lane. The result of the analysis indicates that although the proportion of the drivers who failed to provide signal prior to lane changing manoeuvre is high, the degree of compliances of the female drivers is better than the male drivers. A binary logistic model was developed to represent the probability of a driver to provide signal indication prior to lane changing manoeuvre. The model indicates that driver's gender, type of vehicle's driven, speed of vehicle and traffic volume influence the driver's decision to provide a signal indication prior to a lane changing manoeuvre on a multilane urban highway. In terms of types of vehicles driven, about 97% of motorcyclists failed to comply with the signal indication requirement. The proportion of non-compliance drivers under stable traffic flow conditions is much higher than when the flow is relatively heavy. This is consistent with the data which indicates a high degree of non-compliances when the average speed of the traffic stream is relatively high.

  9. Assessment of heavy metals contamination in roadside topsoil along Qinghai-Tibetan highway, China

    Science.gov (United States)

    Zeng, C.; Zhang, F.; Yan, X.; Gao, D.

    2012-12-01

    With the rapid development of road construction and increase of vehicles on the Qinghai-Tibetan Plateau over last few decades, traffic source heavy metals have been continuously emitted into roadside soils and caused a growing concern on potential pollution of soils. In this study, a soil survey was conducted along the Qinghai-Tibet highway (Xining-Maduo-Budongquan-Naqu-Lhasa), China, to investigate the status and influence factors of heavy metals (Cu, Cd, Pb and Zn) in roadside topsoil. A total of 32 sampling sites, 144 topsoil (0~2 cm) samples were collected at different distances to the highway edge (0 m, 10 m, 30 m, 50 m and 100m). Vehicle volume, soil types and road types have significantly impacts on concentrations of the four heavy metals. On the whole, heavy metal concentrations were higher in Budongquan-Naqu-Lhasa (BNL) segment with higher traffic volume than Xining-Maduo-Budongquan (XMB) segment with lower traffic volume. The heavy metals concentrations also show higher levels for asphalt roads than gravel roads, and a sequence of severely degraded meadow soil (MS) > slightly degraded MS > desert soil > non-degraded MS. Besides, concentrations of all the four heavy metals show exponentially decreasing relationships with roadside distances. Compared to the background values of heavy metals in the soils of Qinghai-Tibet Plateau, traffic source heavy metals pollution only exists within 10 m to the road edge in most segments. However, the maximum polluted distance can reach 30 m along the TMP segment. It should be noted that heavy metals pollution was more harmful to this high-altitude segment with fragile ecology. Keywords: Heavy Metal (Cu, Cd, Pb, Zn); Roadside soil; Qinghai-Tibet highway; Qinghai-Tibetan Plateau.

  10. Subjective safety in traffic.

    NARCIS (Netherlands)

    2012-01-01

    The term ‘subjective safety in traffic’ refers to people feeling unsafe in traffic or, more generally, to anxiety regarding being unsafe in traffic for oneself and/or others. Subjective safety in traffic can lead to road users limiting their mobility and social activities, which is one of the

  11. Subjective safety in traffic.

    NARCIS (Netherlands)

    2012-01-01

    The term ‘subjective safety in traffic’ refers to people feeling unsafe in traffic or, more generally, to anxiety regarding being unsafe in traffic for oneself and/or others. Subjective safety in traffic can lead to road users limiting their mobility and social activities, which is one of the reason

  12. State Maintained Highways in Louisiana, UTM Zone 15 NAD83, LDOTD (2007) [state_highways_ldotd_2007

    Data.gov (United States)

    Louisiana Geographic Information Center — This dataset represents the state maintained road network of Louisiana. The dataset includes Interstates, US highways, and Louisiana State Highways. This dataset was...

  13. 32 CFR 634.26 - Traffic law enforcement principles.

    Science.gov (United States)

    2010-07-01

    ... 32 National Defense 4 2010-07-01 2010-07-01 true Traffic law enforcement principles. 634.26 Section 634.26 National Defense Department of Defense (Continued) DEPARTMENT OF THE ARMY (CONTINUED) LAW... law enforcement principles. (a) Traffic law enforcement should motivate drivers to operate vehicles...

  14. Directions for next generation microscopic traffic simulation modeling tool under the IntelliDrive environment

    NARCIS (Netherlands)

    Park, Byungkyu "Brian"; Arem, van Bart; Noort, van Martijn

    2010-01-01

    Microscopic traffic simulation models have been widely accepted in the evaluations of new treatments in the surface transportation system. These include new highway, lane usage (e.g., high occupancy vehicle lane or high occupancy toll lane), speed limits (e.g., variable speed limit, and uniform or d

  15. Improving E-Bike Safety on Urban Highways in China

    Directory of Open Access Journals (Sweden)

    Linjun Lu

    2015-01-01

    Full Text Available This paper aims to examine characteristics of e-bike fatal crashes on urban highways in China. Crash data were retrieved from the three-year crash reports (2010–2012 of Taixing City. Descriptive analysis was conducted to examine characteristics of e-bike riders, drivers, and crashes. The important findings include the following: (1 most fatal crashes were related to e-bike riders’ aberrant driving behaviors, including driving in motorized lanes, red-light running, driving against the direction of traffic, inattentive driving, and drunk driving; (2 e-bike riders with lower educational background tended to perform illegal or inattentive driving behaviors in fatal crashes; (3 most drivers were not found to commit any faults and very few drivers were found to commit drunk driving offences; (4 most nighttime fatal crashes were related to absence of street lightings; (5 heavy good vehicles (HGVs and small passenger cars were the two vehicle types that were mostly involved in the e-bike fatal crashes. This study provides useful information that can help traffic engineers better understand e-bike safety in China and develop safety countermeasures.

  16. Statistical modeling of total crash frequency at highway intersections

    Directory of Open Access Journals (Sweden)

    Arash M. Roshandeh

    2016-04-01

    Full Text Available Intersection-related crashes are associated with high proportion of accidents involving drivers, occupants, pedestrians, and cyclists. In general, the purpose of intersection safety analysis is to determine the impact of safety-related variables on pedestrians, cyclists and vehicles, so as to facilitate the design of effective and efficient countermeasure strategies to improve safety at intersections. This study investigates the effects of traffic, environmental, intersection geometric and pavement-related characteristics on total crash frequencies at intersections. A random-parameter Poisson model was used with crash data from 357 signalized intersections in Chicago from 2004 to 2010. The results indicate that out of the identified factors, evening peak period traffic volume, pavement condition, and unlighted intersections have the greatest effects on crash frequencies. Overall, the results seek to suggest that, in order to improve effective highway-related safety countermeasures at intersections, significant attention must be focused on ensuring that pavements are adequately maintained and intersections should be well lighted. It needs to be mentioned that, projects could be implemented at and around the study intersections during the study period (7 years, which could affect the crash frequency over the time. This is an important variable which could be a part of the future studies to investigate the impacts of safety-related works at intersections and their marginal effects on crash frequency at signalized intersections.

  17. Particulate Matter Exposure in a Police Station Located near a Highway

    Directory of Open Access Journals (Sweden)

    Yu-Cheng Chen

    2015-11-01

    Full Text Available People living or working near roadways have experienced an increase in cardiovascular or respiratory diseases due to vehicle emissions. Very few studies have focused on the PM exposure of highway police officers, particularly for the number concentration and size distribution of ultrafine particles (UFP. This study evaluated exposure concentrations of particulate matter (PM in the Sinying police station near a highway located in Tainan, Taiwan, under different traffic volumes, traffic types, and shift times. We focused on periods when the wind blew from the highway toward the police station and when the wind speed was greater than or equal to 0.5 m/s. PM2.5, UFP, and PM-PAHs concentrations in the police station and an upwind reference station were measured. Results indicate that PM2.5, UFP, and PM-PAHs concentrations in the police station can be on average 1.13, 2.17, and 5.81 times more than the upwind reference station concentrations, respectively. The highest exposure level for PM2.5 and UFP was observed during the 12:00 PM–4:00 PM shift while the highest PAHs concentration was found in the 4:00 AM–8:00 AM shift. Thus, special attention needs to be given to protect police officers from exposure to high PM concentration.

  18. Particulate Matter Exposure in a Police Station Located near a Highway.

    Science.gov (United States)

    Chen, Yu-Cheng; Hsu, Chin-Kai; Wang, Chia C; Tsai, Perng-Jy; Wang, Chun-Yuan; Chen, Mei-Ru; Lin, Ming-Yeng

    2015-11-13

    People living or working near roadways have experienced an increase in cardiovascular or respiratory diseases due to vehicle emissions. Very few studies have focused on the PM exposure of highway police officers, particularly for the number concentration and size distribution of ultrafine particles (UFP). This study evaluated exposure concentrations of particulate matter (PM) in the Sinying police station near a highway located in Tainan, Taiwan, under different traffic volumes, traffic types, and shift times. We focused on periods when the wind blew from the highway toward the police station and when the wind speed was greater than or equal to 0.5 m/s. PM2.5, UFP, and PM-PAHs concentrations in the police station and an upwind reference station were measured. Results indicate that PM2.5, UFP, and PM-PAHs concentrations in the police station can be on average 1.13, 2.17, and 5.81 times more than the upwind reference station concentrations, respectively. The highest exposure level for PM2.5 and UFP was observed during the 12:00 PM-4:00 PM shift while the highest PAHs concentration was found in the 4:00 AM-8:00 AM shift. Thus, special attention needs to be given to protect police officers from exposure to high PM concentration.

  19. A Risk-Hedged Approach to Traffic Flow Management under Atmospheric Uncertainties Project

    Data.gov (United States)

    National Aeronautics and Space Administration — Volcanic ash and other atmospheric hazards impact air transportation by introducing uncertainty in the National Airspace System (NAS) capacity. Deterministic traffic...

  20. Traffic Light Options

    DEFF Research Database (Denmark)

    Jørgensen, Peter Løchte

    2006, and supervisory authorities in many other European countries have implemented similar regulation. Traffic light options are therefore likely to attract the attention of a wider audience of pension fund managers in the future. Focusing on the valuation of the traffic light option we set up a Black......This paper introduces, prices, and analyzes traffic light options. The traffic light option is an innovative structured OTC derivative developed independently by several London-based investment banks to suit the needs of Danish life and pension (L&P) companies, which must comply with the traffic...... light scenarios. These stress scenarios entail drops in interest rates as well as in stock prices, and traffic light options are thus designed to pay off and preserve sufficient capital when interest rates and stock prices fall simultaneously. Sweden's FSA implemented a traffic light system in January...

  1. Traffic Light Options

    DEFF Research Database (Denmark)

    Jørgensen, Peter Løchte

    2007-01-01

    2006, and supervisory authorities in many other European countries have implemented similar regulation. Traffic light options are therefore likely to attract the attention of a wider audience of pension fund managers in the future. Focusing on the valuation of the traffic light option we set up a Black......This paper introduces, prices, and analyzes traffic light options. The traffic light option is an innovative structured OTC derivative developed independently by several London-based investment banks to suit the needs of Danish life and pension (L&P) companies, which must comply with the traffic...... light scenarios. These stress scenarios entail drops in interest rates as well as in stock prices, and traffic light options are thus designed to pay off and preserve sufficient capital when interest rates and stock prices fall simultaneously. Sweden's FSA implemented a traffic light system in January...

  2. 基于Vissim的高速公路隧道限速分析%Analysis of Highway Tunnel Speed Limit Based on Vissim

    Institute of Scientific and Technical Information of China (English)

    吴芮; 张道文; 陈奇; 王鑫

    2015-01-01

    To ensure that the best traffic efficiency as the basis of speed limit under the premise of tun-nel traffic safety, the process of the driving behavior of drivers through the tunnel was analyzed, and the key parameters were calibrated. A traffic simulation model of a highway tunnel and its passageway was established based on Vissim simulation software. Under the different traffic volume and speed, the run-ning state of the vehicle was observed. On the basis of satisfying peak traffic volume, the speed under the optimal traffic volume was selected, and according to the corresponding requirements of highway 's curve radius and design of ultra-highway, the reasonableness of the highway tunnel speed limit value was verified by traffic simulation.%以确保隧道交通安全前提下的最佳通行效率作为限速的依据,分析了驾驶人通过隧道的驾驶行为过程,标定了关键的驾驶行为参数.基于Vissim仿真软件,建立了某高速公路隧道及出入口的交通仿真模型,观察不同车流量和车速下,车辆的运行状态.在满足高峰流量的基础上,选择最优车流量下的车速,并根据高速公路圆曲线半径与超高的设计对应要求,通过交通仿真验证了高速公路隧道限速值的合理性.

  3. Management of Highway Projects in Egypt through Identifying Factors Influencing Quality Performance

    Directory of Open Access Journals (Sweden)

    Ahmed Ebrahim Abu El-Maaty

    2016-01-01

    Full Text Available While project management success focuses upon the processes and the successful accomplishments of cost and time objectives, product success deals with the quality of the final product. Recently, quality of the constructed highway has been considered highly important reason for the pavement response and its design life. The main objective of this paper is to improve the management of highway projects in Egypt by determining the most important factors influencing the quality performance of this industry. In total, 39 factors that may influence the quality of highway projects have been defined through a detailed literature review. The factors are tabulated in a questionnaire form, which is sent out to 13 owners of divided highways, 27 owners of regional roads, and 15 consultants. The analysis of the respondents’ perspectives using fuzzy triangle approach shows that the most important factors affecting the quality are availability of experienced staff in the owner’s and contractor’s teams during the project execution; efficiency of the owner’s inspection team; clarity of responsibilities and roles for each owner, consultant, and contractor; pavement which is not designed according to the regional conditions (e.g., soil type, temperature, and traffic volume; and asphalt quality and type used in the construction process.

  4. Geotechnical and environmental considerations in highway layouts: an integrated GIS assessment approach

    Science.gov (United States)

    Sadek, Salah; Kaysi, Isam; Bedran, Mounia

    Highway route layout design typically relies on aerial photographs, topographic maps and geologic maps. In this paper, a GIS platform, which incorporates the main digital data needed for evaluating route layouts, is used in a computer-based approach for highway layout assessment. Possible layouts are evaluated based on two sets of criteria. First, traditional evaluation criteria focussing on geometric design factors and impact on man-made features are considered. Next, the developed assessment framework builds on the GIS platform to generate specific environmental and geotechnical criteria for route layout evaluation. The developed approach integrates highway design, slope stability, and traffic noise modeling packages and specifically written codes with the GIS packages ARC/INFO and ArcView. A prototypical application of the assessment framework for a proposed highway south of the city of Beirut, Lebanon is presented. The results demonstrate the potential of the developed approach in incorporating new evaluation criteria at the route layout design stage and in automating the route layout assessment procedure.

  5. Emergency Highway Landings in General Aviation and the Possible Role of Media Reports.

    Science.gov (United States)

    Holzman, Emily; de Voogt, Alex

    2017-05-01

    To examine the causes and factors of airplane landings on highways and the dangers to occupants of vehicles on the ground. The U.S. National Transportation Safety Board online database provided 133 accidents involving a highway landing dating from 2000 to 2013. Supplemental information was sought in online media archives, which reported on 53 of these accidents. Collisions with highway-related objects, other options for landing, and witness accounts were added categories extracted from the narrative statements and media reports. Highway landings occur mostly due to mechanical failures, ineffective preflight or in-flight planning, and fuel exhaustion, in addition to a lack of alternate landing options for a pilot of a fixed-wing aircraft. Most of the landings (N = 108) lead to minor or no injuries at all. A significant proportion of 7 out of 19 collisions with powerlines resulted in a fatality, as opposed to other types of accidents. Collisions with motor vehicles (N = 29) caused minor (N = 23) and serious (N = 2) injuries to people on the ground. Main online media archives covered less than half of all accidents (39.8%). While highway landings are not a recommended landing alternative, mitigation strategies should include a focus on avoiding powerlines and vehicles on the ground. Unfortunately, online media archives are not yet a consistent source of information for general aviation accidents.Holzman E, de Voogt A. Emergency highway landings in general aviation and the possible role of media reports. Aerosp Med Hum Perform. 2017; 88(5):497-499.

  6. Implications of traffic characteristics on interdomain traffic engineering

    OpenAIRE

    Uhlig, Steve

    2004-01-01

    This thesis discusses the implications of the traffic characteristics on interdomain traffic engineering with BGP. We first provide an overview of the interdomain traffic control problem. Then, we present results concerning the characteristics of the interdomain traffic, based on the analysis of real traffic traces gathered from non-transit ASes. We discuss the implications of the topological properties of the traffic on interdomain traffic engineering. Based on this knowledge of the...

  7. Implications of traffic characteristics on interdomain traffic engineering

    OpenAIRE

    Uhlig, Steve

    2004-01-01

    This thesis discusses the implications of the traffic characteristics on interdomain traffic engineering with BGP. We first provide an overview of the interdomain traffic control problem. Then, we present results concerning the characteristics of the interdomain traffic, based on the analysis of real traffic traces gathered from non-transit ASes. We discuss the implications of the topological properties of the traffic on interdomain traffic engineering. Based on this knowledge of the...

  8. The effect of interruption probability in lattice model of two-lane traffic flow with passing

    Science.gov (United States)

    Peng, Guanghan

    2016-11-01

    A new lattice model is proposed by taking into account the interruption probability with passing for two-lane freeway. The effect of interruption probability with passing is investigated about the linear stability condition and the mKdV equation through linear stability analysis and nonlinear analysis, respectively. Furthermore, numerical simulation is carried out to study traffic phenomena resulted from the interruption probability with passing in two-lane system. The results show that the interruption probability with passing can improve the stability of traffic flow for low reaction coefficient while the interruption probability with passing can destroy the stability of traffic flow for high reaction coefficient on two-lane highway.

  9. 探究城镇过境的公路设计%Exploration of Design of Urban Transit Highway

    Institute of Scientific and Technical Information of China (English)

    马传涛

    2014-01-01

    This paper, combining with the characteristics of road, put forward the design principle based on the target of function requirement and discussed the construction way of highway through cities. The author aimed to coordinate the relationship between the highway and city traffic and to make the highway construction has a practical significance to some extent.%本文结合公路特点,提出了以功能需求为目标的设计原则,论述了过境公路的建设方式,以协调公路交通和城市交通之间的关系,使公路建设具有一定的现实意义。

  10. Speed limit and ramp meter control for traffic flow networks

    Science.gov (United States)

    Goatin, Paola; Göttlich, Simone; Kolb, Oliver

    2016-07-01

    The control of traffic flow can be related to different applications. In this work, a method to manage variable speed limits combined with coordinated ramp metering within the framework of the Lighthill-Whitham-Richards (LWR) network model is introduced. Following a 'first-discretize-then-optimize' approach, the first order optimality system is derived and the switch of speeds at certain fixed points in time is explained, together with the boundary control for the ramp metering. Sequential quadratic programming methods are used to solve the control problem numerically. For application purposes, experimental setups are presented wherein variable speed limits are used as a traffic guidance system to avoid traffic jams on highway interchanges and on-ramps.

  11. Infiuence of Bicycle Traffic on Capacity of Typical Signalized Intersection

    Institute of Scientific and Technical Information of China (English)

    CHEN Xiaoming; SHAO Chunfu; YUE Hao

    2007-01-01

    Bicycle traffic has a significant effect on the capacity of signalized intersections. This paper divides the influence of bicyclists on vehicular flow into four types with the time durations estimated based on probability, shock wave, and gap acceptance theory. Vehicular saturation flow rate is predicted for various conditions on the basis of the speed-flow curve for the capacity of typical intersections influenced by bicycle traffic.The model overcomes the limitations of the Highway Capacity Manual (HCM, 2000) method for left-turns due to data collection, and takes into account the effect of trapped bicycles on the through vehicular traffic.The numerical results show that the left-turn and through capacities predicted by the model are lower than those of the HCM method. The right-turn capacity is close to that of the HCM method at Iow bicycle volumes and higher than that of the HCM method at high bicycle volumes.

  12. 75 FR 18095 - America's Marine Highway Program

    Science.gov (United States)

    2010-04-09

    ... Department of Transportation receive funding to execute the research component of the program in order to... Marine Highway under this program. In crafting this definition, the Department of Transportation was...

  13. Transition curves for highway geometric design

    CERN Document Server

    Kobryń, Andrzej

    2017-01-01

    This book provides concise descriptions of the various solutions of transition curves, which can be used in geometric design of roads and highways. It presents mathematical methods and curvature functions for defining transition curves. .

  14. Highway travel time estimation with data fusion

    CERN Document Server

    Soriguera Martí, Francesc

    2016-01-01

    This monograph presents a simple, innovative approach for the measurement and short-term prediction of highway travel times based on the fusion of inductive loop detector and toll ticket data. The methodology is generic and not technologically captive, allowing it to be easily generalized for other equivalent types of data. The book shows how Bayesian analysis can be used to obtain fused estimates that are more reliable than the original inputs, overcoming some of the drawbacks of travel-time estimations based on unique data sources. The developed methodology adds value and obtains the maximum (in terms of travel time estimation) from the available data, without recurrent and costly requirements for additional data. The application of the algorithms to empirical testing in the AP-7 toll highway in Barcelona proves that it is possible to develop an accurate real-time, travel-time information system on closed-toll highways with the existing surveillance equipment, suggesting that highway operators might provide...

  15. Geometric Design of Highways in USA

    Directory of Open Access Journals (Sweden)

    Hrvoje Baričević

    2012-10-01

    Full Text Available This paper describes the criteria, standards, and engineeringprocedures used to design principal elements of the highwayalignment, highway cross sections, and adjacent roadside environment.Development of a comprehensive highway design focuseson the establishment of travel lane configuration, alignmentlocation, and all dimensions related to the highway crosssection. A three-dimensional physical location is determinedthrough calculation of a horizontal and vertical alignment ofthe highway centerline, based on a variety of operational considerations.The results of these activities are refe"ed to as thegeometric design and represent all the visible features of a highwayor street. The first and major portion of the paper deals withthe design of motor-vehicle facilities. Specific design elementsare described and discussed with respect to design methodology.

  16. Concentrations of ultrafine particles at a highway toll collection booth and exposure implications for toll collectors.

    Science.gov (United States)

    Cheng, Yu-Hsiang; Huang, Cheng-Hsiung; Huang, Hsiao-Lin; Tsai, Chuen-Jinn

    2010-12-15

    Research regarding the magnitude of ultrafine particle levels at highway toll stations is limited. This study measured ambient concentrations of ultrafine particles at a highway toll station from October 30 to November 1 and November 5 to November 6, 2008. A scanning mobility particle sizer was used to measure ultrafine particle concentrations at a ticket/cash tollbooth. Levels of hourly average ultrafine particles at the tollbooth were about 3-6 times higher than those in urban backgrounds, indicating that a considerable amount of ultrafine particles are exhausted from passing vehicles. A bi-modal size distribution pattern with a dominant mode at about particle reactions in fresh fumes emitted directly from vehicles. The influences of traffic volume, wind speed, and relative humidity on ultrafine particle concentrations were also determined. High ambient concentrations of ultrafine particles existed under low wind speed, low relative humidity, and high traffic volume. Although different factors account for high ambient concentrations of ultrafine particles at the tollbooth, measurements indicate that toll collectors who work close to traffic emission sources have a high exposure risk.

  17. Intercities traffic flow: linear and nonlinear models

    CERN Document Server

    Otero, Dino; Mizrahi, Salomon S

    2016-01-01

    We simulate the traffic of vehicles circulating within a network formed by sites (cities, car-rental agencies, etc.) connected by two-way roads or highways, to which we shall refer generically as intercity traffic. Our aim is to forecast the flux of the vehicles for $n$ consecutive days, by taking as prior knowledge previous observations. The formal tools used in our analysis consists in: (1) making use of digraphs that allow the visualization and schematization of the problem, where edges correspond to roads, etc. and the vertices with loops represent the sites. (2) From an initial set of transition probabilities, that form a Markov chain, or from an empirical distribution of vehicles at the vertices and edges, we construct the Markov matrix which is a stochastic matrix (SM), and assume that the evolution of the traffic flows according to the power $n$ of the SM and, (3) the use of the Perron-Frobenius theory to analyze the outcomes. We identify several modes or regimes before the distribution of vehicles at...

  18. Natural ventilation without air breathing in the top openings of highway tunnels

    Science.gov (United States)

    Jin, Sike; Jin, Jiali; Gong, Yanfeng

    2017-05-01

    A number of urban shallow-buried highway tunnels have been built in China. Despite much better internal air quality compared to the traditional tunnels, there is no sufficient theoretical ground or experimental support for the construction of such tunnels. Most researchers hold that natural ventilation in such tunnels depends on air breathing in the top openings, but some others are skeptical about this conclusion. By flow visualization technology on a tunnel experiment platform, we tested the characteristics of airflow in the top openings of highway tunnels. The results showed that air always flowed from outside to inside in all top openings above a continuous traffic stream, and the openings did not breathe at all. In addition, intake air in the top openings reached its maximum velocity at the tunnel entrance, and then gradually slowed down with tunnel depth increasing.

  19. Aspects of Applying Weather Radar Based Nowcast for Highways in Denmark

    DEFF Research Database (Denmark)

    Rasmussen, Michael R.; Quist, MIchael; Thorndahl, Søren Liedtke

    nowcast can be used for two scenarios: 1) Safety - reduced visibility and possibility for aquaplaning can jeopardise the safety of the road users 2) Construction and maintenance - ensuring protection against flooding and pollution. The two different applications can represent two different precipitation...... on the visibility, rain intensity and rain volume. This can actively be used to optimise basin volumes and to direct critical information to traffic. A system for nowcast dedicated to road applications are under development in Denmark. This paper investigates the different approaches in nowcasting of precipitation...... on the movement direction of the precipitation and the direction and speed of the road users. The paper compares and discusses the performance of the nowcast for a selected section of the highway to illustrate the potential in weather radar based forecast for highway applications over long distances....

  20. Driver Vision Based Perception-Response Time Prediction and Assistance Model on Mountain Highway Curve

    Science.gov (United States)

    Li, Yi; Chen, Yuren

    2016-01-01

    To make driving assistance system more humanized, this study focused on the prediction and assistance of drivers’ perception-response time on mountain highway curves. Field tests were conducted to collect real-time driving data and driver vision information. A driver-vision lane model quantified curve elements in drivers’ vision. A multinomial log-linear model was established to predict perception-response time with traffic/road environment information, driver-vision lane model, and mechanical status (last second). A corresponding assistance model showed a positive impact on drivers’ perception-response times on mountain highway curves. Model results revealed that the driver-vision lane model and visual elements did have important influence on drivers’ perception-response time. Compared with roadside passive road safety infrastructure, proper visual geometry design, timely visual guidance, and visual information integrality of a curve are significant factors for drivers’ perception-response time. PMID:28042851