Preliminary Study on Road Slipperiness Detection Using Real-Time Digital Tachograph Data

Total Page:16

File Type:pdf, Size:1020Kb

Preliminary Study on Road Slipperiness Detection Using Real-Time Digital Tachograph Data Preliminary Study on Road Slipperiness Detection using Real-Time Digital Tachograph Data Jinhwan Jang Dept. of Highway Res., Korea Inst. of Civil Eng. and Building Tech., 283 Goyangdae-ro, Goyang, South Korea Keywords: Road Slipperiness, Digital Tachograph, Wheel Slip. Abstract: Faced with the high rate of commercial vehicle-related traffic accidents, digital tachographs (DTGs) are mandatorily installed in commercial vehicles in Korea. However, the current DTGs do not seem to be effective for reducing accidents. One reason for this can be attributed to the absence of useful information for drivers under dangerous road conditions such as black ice. In this study, an innovative technique to identify slippery spots on the road using DTG data is proposed. The DTG can collect two types of vehicle speed: one is wheel rotational speed and the other is vehicle transitional speed. The difference between the two speeds is referred to as wheel slip, which can be exploited as a surrogate measure for detecting road slipperiness. A confidence interval of wheel slip was established using data collected in dry road conditions; if any data point that exceeds the predefined confidence interval is observed, a slippery road spot can be identified. The proposed method was preliminarily tested in four types of winter road conditions and showed satisfactory results. 1 INTRODUCTION are getting connected for various purposes, a new cost-effective approach to detecting road slipperiness Traffic accidents caused by slippery road conditions using probe vehicles as a mobile sensing platform has are of great concern to society. According to Korean been garnering attention worldwide. statistics, 7,849 traffic accidents that caused 221 Several studies have been performed concerning fatalities and 13,736 injuries occurred on slippery weather-related hazardous road conditions using roads over the last three years (KNPA, 2017). The probe cars. A probe-based road weather data fatality rate on icy roads is 27% higher than on dry collection system in Finland was developed by Pilli- roads. One study in Sweden insisted that only 14% of Sihvola (2000). The system gathered various road drivers maintain appropriate acceleration and weather-related data, including temperature, deceleration under slippery road conditions and 50% humidity, friction, and video images. Probe cars for of drivers misjudge slippery road surfaces as normal the system were fitted with various devices—a ones (Bogren, 2010). The risk of traffic accidents is friction tester, a GPS antenna, an infrared sensor, a known to increase nine and twenty times under snowy combined air temperature and humidity sensor, a and icy road conditions, respectively (Luque, 2013). video recorder, and a cellular modem. A real-time To mitigate the tragic numbers, early detection of tire-road friction coefficient estimation system using slippery spots on the road followed by quick probe vehicles equipped with a vehicle motion sensor notification to drivers and road managers seems to be and a differential GPS module was invented by Wang imperative. To this end, a road weather information et al. (2004). A novel methodology for tire-road system (RWIS) has conventionally been deployed to friction estimation using a genetic algorithm and the gather road weather data (Boon, 2002). However, as unscented Kalman filter combined with tire-models RWIS can only collect spot data, its utility could be and probe vehicle data was proposed by Nakatsuji et restricted, given that road slipperiness is known to al. (2005 and 2007). A probe application for the vary even in short roadway sections (Nakatsuji, identification of road slipperiness and coarseness 2003). Due to this limitation coupled with the high using vehicle body and wheel rotation speeds was cost, RWIS has not been extensively deployed in demonstrated by Dong et al. (2006). The potential use Korea. Recently, as increasing numbers of vehicles of data gathered from a Vehicle Infrastructure Integration (VII)-enabled probe vehicle in weather- 263 Jang, J. Preliminary Study on Road Slipperiness Detection using Real-Time Digital Tachograph Data. DOI: 10.5220/0006954702630267 In Proceedings of the 5th International Conference on Vehicle Technology and Intelligent Transport Systems (VEHITS 2019), pages 263-267 ISBN: 978-989-758-374-2 Copyright c 2019 by SCITEPRESS – Science and Technology Publications, Lda. All rights reserved VEHITS 2019 - 5th International Conference on Vehicle Technology and Intelligent Transport Systems related applications and products for surface The two speeds are theoretically identical under transportation was proposed by Petty et al. (2007). A dry road surface conditions. However, they show probe-based weather-specific field study in Detroit some discrepancy due to reasons such as was conducted in 2009 and 2010 by Drobot et al. measurement errors of sensors, the characteristics of (2010) and Chapman et al. (2010). A technique to vehicle tires made of rubber, and so on. Fig. 1 shows estimate the maximum friction while simultaneously values of wheel slip according to vehicle speed and diagnosing the road conditions was discussed by acceleration under dry road conditions: low and high Koskinen (2010). Recently, Wyoming Department of correlation with speed and acceleration, respectively. Transportation (WyDOT) has been deploying a The high correlation with acceleration was exploited connected vehicle-based road weather information for measuring slippery road spots and the method will system as part of a connected vehicle pilot project be described in the next section. (WyDOT, 2018). As of 2011, digital tachographs (DTG) have been obligatorily installed on every commercial vehicle in Korea to reduce traffic accidents related to commercial vehicles, for which the accident rate is 1.7 times higher than for general vehicles. A DTG collects several types of vehicle data—location, speed, brake activation, time of driving, etc. A substantial number of DTGs installed on trucks are connected to a truck management center via cellular communications to transmit real-time data for (a) efficient logistics. In this study, a simple but novel technique is proposed to identify slippery road spots using the real-time DTG data. Cargo trucks are considered to be advantageous over other types of vehicles in that they are generally operated throughout the nation on a 24/7 basis. Also, truck drivers tend to choose night driving so as not to be trapped in congestion, so information on icy spots on the road ahead could be highly valued considering that black ice is not easily discerned at night. (b) Figure 1: Relationships between wheel slip and vehicle 2 METHOD dynamics: (a) speed and (b) acceleration. 2.1 Basic Concept 2.2 Confidence Interval On a slippery road surface, vehicle wheels have a The statistical confidence interval concept of a high risk of skidding while decelerating, as well as regression line (or equation) expressed in (2)–(4) was spinning in place while accelerating. This, called applied to identify road slipperiness. According to the wheel slip and expressed in (1), can be measured by identical and independent distribution assumption of calculating the difference between the wheel the error term of the regression line, the confidence rotational and vehicle transitional speeds. In a DTG interval of the i-th estimate can be determined. For platform, the wheel rotational speed can be measured this study, the dependent variable corresponds to using wheel pulse sensors installed on each wheel of wheel slip and the independent variable corresponds a vehicle and the vehicle transitional speed can be to acceleration of a vehicle. obtained using a GPS sensor installed in the DTG. 푦̂푖 = a푥푖 + 푏 + 푒푖 (2) w 푟 −푣 푠 = 푤 푤 푤, 0≤s≤1 (1) 푒 ~N(0, 푠 ) (3) w푤푟푤 푖 푒 where s=wheel slip, ww=angular velocity of wheel, ∑푛 (푦 − 푦̂)2 r =effective wheel radius, v =vehicle transitional 푠 = √ 푖=1 푖 푖 w w 푒 푛 − 2 (4) speed, and wwrw=wheel rotational speed. 264 Preliminary Study on Road Slipperiness Detection using Real-Time Digital Tachograph Data where 푦̂푖=i-th dependent variable (estimate), xi=i-th independent variable (observation), b=y-axis intercept, ei=i-the error, se=standard error of regression line, yi=i-th observation, and n=number of sample. For a desired level of false alarm rate (α), a two- sided confidence interval which includes (1- α)*100% of the wheel slip can be defined with its upper and lower limit values becoming thresholds (Thr) of the regression equation for the particular estimate of wheel slip, as expressed in (5). If any wheel slip exceeds the thresholds, a slippery road spot can be identified. −1 Thr = 푁 (푦̂푖, 푠푒, 1 − 훼/2) (5) -1 Figure 2: Algorithm for identifying slippery road spot using where N =inverse of normal cumulative distribution DTG data. function and α=significance level. Table 1 shows the result of the regression analysis of the relationship between wheel slip and 3 FIELD EXPERIMENT acceleration plotted on the right side of Fig. (1). To determine the statistical confidence interval of the To verify the proposed algorithm, field experiments wheel slip, a z-value corresponding to 99.7% was under various slippery road surface conditions were employed. performed in the 2017–2018 winter season on local and arterial roads. A passenger car operated by a Table 1: Regression analysis of the relationship between skilled male driver with more than 20 years driving wheel slip and acceleration. experience was used for collecting real-time DTG data including GPS coordinates, wheel speed, GPS Statistics Value speed, and so on. For visual verification, a digital Slope (a) -1.2 video recorder time-synchronized with the DTG was y-axis intercept (b) 0.5 employed to gather video image data. The driver was Correlation coefficient 0.8 instructed to slightly accelerate followed by Determination coefficient 0.6 decelerate while driving on the slippery road spots. Standard error (se) 4.7 Fig.
Recommended publications
  • ROAD WEATHER MEASUREMENTS ALONG ROAD STRETCHES ABSTRACT Introduction
    ROAD WEATHER MEASUREMENTS ALONG ROAD STRETCHES Marjo Hippi Finnish Meteorological Institute P.O. BOX 503, FI-00101 Helsinki tel. +358 9 19291 fax +358 9 179 581 [email protected] ABSTRACT Conventional road weather monitoring network contains fixed road weather stations along the road network. That kind of monitoring system gives information about prevailing road condition and road temperature only for the certain points where the station is located. Nowadays it is possible to do mobile measurements along the roads. Vaisala Ltd has developed a remote sensing monitoring device to measure road surface temperature (DST111) and the state of the road (DSC111) optically. The DSC111 device makes an estimation of prevailing road surface friction, too. Both DST111 and DSC111 devices are possible to install into the roof of car and do mobile measurements by driving. The devices are measuring road weather related parameters every third second, so by driving 80 km/h observations are measured every 70 meters or so. Mobile measurements enable continuously observation data on the roads with very high resolution. Road condition and road temperature may vary lot even within short distances. Variation can be critical especially when temperature is around zero degree. Then in some places temperature can drop below zero and road surface can become slippery because of ice on the surface whereas other road stretches are wet or damp due to higher road surface temperature. Finnish Meteorological Institute has done mobile measurements using Vaisala DST111 and DSC111 devices on winters 2006-2010. This study presents results of some of the most interesting mobile measurement cases.
    [Show full text]
  • California Skid Tests with Butyl Rubber Tires and Report of Visit to Road Research Laboratories in Europe Engaged in Skid Prevention Research
    California Skid Tests with Butyl Rubber Tires and Report of Visit to Road Research Laboratories in Europe Engaged in Skid Prevention Research RALPH A. MOYER, Professor of Transportation Engineering and Research Engineer, TnctH11to nf 'T'l"<>ncnnrtsitinn sinrl 'T'rsiffir F.naino,:,rina TTniv,:,rcitv nf r.silifnrnisi - -------- -- -- - ---- .1,·· ..... ., Berkeley •AN EXTENSIVE California program of skid resistance tests conducted in 1961 was reported in HRB Bull. 348 (1962). The 1961 tests yielded significant results primarily because of the use of a new torque meter device to measure the friction forces. The tests were run with four different types of tires including one tire with the recently developed butyl rubber tread which provided high hysteresis or energy losses and high coefficients of friction on wet pavements. In view of the improved accuracy obtained with the new torque meter, and the high friction values obtained in the exploratory tests with the butyl rubber tire, a program of tests was carried out in 1962. Skid resistance measurements were made on a wide variety of pavement surfaces with two different brands of butyl rubber tires, and also with the 1958 and 1961 pavement test standard tires. Before 1961, it was generally assumed that the only way to obtain significant improvement in the skid resistance of wet pavements was by the selection of aggregate types and pavement construction methods and controls, and/or by de-slicking treatments which had been established by laboratory and field tests. Studies were conducted by California in 1961, by the British Road Research Laboratory, and by Dr. Tabor of Cambridge University, England.
    [Show full text]
  • Improving Traffic Safety and Drivers' Behavior in Reduced Visibility Conditions
    University of Central Florida STARS Electronic Theses and Dissertations, 2004-2019 2011 Improving Traffic Safety And Drivers' Behavior In Reduced Visibility Conditions Hany Mohamed Hassan University of Central Florida Part of the Engineering Commons Find similar works at: https://stars.library.ucf.edu/etd University of Central Florida Libraries http://library.ucf.edu This Doctoral Dissertation (Open Access) is brought to you for free and open access by STARS. It has been accepted for inclusion in Electronic Theses and Dissertations, 2004-2019 by an authorized administrator of STARS. For more information, please contact [email protected]. STARS Citation Hassan, Hany Mohamed, "Improving Traffic Safety And Drivers' Behavior In Reduced Visibility Conditions" (2011). Electronic Theses and Dissertations, 2004-2019. 1935. https://stars.library.ucf.edu/etd/1935 IMPROVING TRAFFIC SAFETY AND DRIVERS’ BEHAVIOR IN REDUCED VISIBILITY CONDITIONS by HANY MOHAMED RAMADAN HASSAN B.S., Ain Shams University, Egypt, 2000 M.S.C.E., Ain Shams University, Egypt, 2005 A dissertation submitted in partial fulfillment of the requirements for the degree of Doctor of Philosophy in the Department of Civil, Environmental & Construction Engineering in the College of Engineering and Computer Science at the University of Central Florida Orlando, Florida Summer Term 2011 Major Professor: Mohamed A. Abdel-Aty, Ph.D, P.E. © 2011 Hany M. Hassan ii ABSTRACT This study is concerned with the safety risk of reduced visibility on roadways. Inclement weather events such as fog/smoke (FS), heavy rain (HR), high winds, etc, do affect every road by impacting pavement conditions, vehicle performance, visibility distance, and drivers’ behavior. Moreover, they affect travel demand, traffic safety, and traffic flow characteristics.
    [Show full text]
  • Driver Awareness of Highway Sites with High Skid Accident Potential 6
    TE Report No. FHWA-RD- 74-66 oo2 #i /^w-^L_ no . DRIVER AWARENESS OF HIGHWAY SITES FHWA- RD- WITH HIGH SKID ACCIDENT POTENTIAL 74-66 Dept. Of Tr c, ^ w » ! — F. R. Hanscom Library •^KS O* July 1974 Final Report This document is available to the public through the National Technical Information Service, Springfield, Virginia 22161 Prepared for FEDERAL HIGHWAY ADMINISTRATION Offices of Research & Development Washington, D.C. 20590 DISCLAIMER NOTICE This document is disseminated under the sponsorship of the Department of Transportation in the interest of information exchange. The United States Government assumes no liability for its contents or use thereof. The contents of this report reflect the view of the author, who is responsible for the facts and the accuracy of the data presented herein. The contents do not necessarily reflect the official views or policy of the Department of Transportation. This report does not constitute a standard, specification, or regulation. FHWA DISTRIBUTION NOTICE Sufficient copies of this report are being distributed by FHWA Bulletin to provide at least one copy to each region and division office, and two copies to each State highway agency. Direct distribution is being made to •the division offices. TECHNICAL REPORT STANDARD TITLE PAGE 1. Report No. 1. Government Accession No. 3. Recipient's Catalog No. FHWA-RD- 74-66* £ 4. Title and Subtitle 5. Report Date July 1974 ^ Driver Awareness of Highway Sites With High Skid Accident Potential 6. Performing Organization Code 7. Author(s) 8. Performing Organization Report No. fbept Of Is :ation Fred R. Hanscom SKID Final 9. Performing Organization Name and Address 10.
    [Show full text]
  • A Model for Road Icing Forecast and Control
    IWAIS XIII, Andermatt, September 8 to 11, 2009 A Model for Road Icing Forecast and Control Dr. N. Bezrukova1, E. Stulov1 and Dr. M. Khalili2 1Central Aerological Observatory, Pervomayskaya 3, Dolgoprudny, Moscow Region, 141700 Russia Email: [email protected] , [email protected] 2 Moscow State University, Email:[email protected] Abstract— A technique is developed for diagnosing different meteorological forecasting and diagnosing block and the types of ice, frost and rime phenomena based on the classification development by M. Khalili of a chemical block governing de- of processes causing ice generation on the road. Based on this icing agents dispensing [3]. Additional introduction of the technique, an algorithm to forecast and diagnose glazed frost on chemical block extended the scope of application of the new the road has been worked out, which is realized as a model © program demonstrating the potentials of the technique involved. program complex ICE_2003 to include both conventional According to this technique, glazed frost on the road is forecasted road maintenance and use in automated systems of road icing in two steps. As a first step, the road temperature is forecasted forecast and control. with sufficient lead-time. Secondly, based on the forecasted road temperature values and some other parameters, a diagnostic analysis and forecast of glazed frost events are performed. II. ICE LOADING IN MOSCOW REGION The model program is run with a certain set of sensors available at an automated road weather station (RWS) and meant The cold season of Russia’s European part is characterized for automated information systems to prevent glazed frost by by atmospheric circulation processes leading to variable using de-icing liquid.
    [Show full text]
  • Relationships Between Road Slipperiness, Traffic Accident Risk and Winter Road Maintenance Activity
    CLIMATE RESEARCH Vol. 15: 185–193, 2000 Published September 5 Clim Res Relationships between road slipperiness, traffic accident risk and winter road maintenance activity Jonas Norrman*, Marie Eriksson, Sven Lindqvist Lab. of Climatology, Physical Geography, Dept. of Earth Sciences, Göteborg University, Box 460, 405 30 Göteborg, Sweden ABSTRACT: A method for deriving quantitative relationships between road slipperiness, traffic acci- dent risk and winter road maintenance (WRM) activity is described. The method is also applied to data from an area in southern Sweden. If a specific type of road slipperiness represents a large acci- dent risk despite high WRM activity it is important to increase public awareness during such periods. If the type of slipperiness represents a large accident risk but is accompanied by low WRM activity, it is also important to increase the WRM to reduce the accident risk. In the method, a road slipperiness classification, based on atmospheric processes, is used to classify the road conditions at the time an accident occurred. The road condition is classified either as non-slippery or as one out of 10 types of slipperiness. Data for the slipperiness classification are taken from the Swedish Road Weather Infor- mation System (RWIS). Results from this study show that the traffic accident risk was different for dif- ferent types of road slipperiness. Highest accident risk was associated with road slipperiness due to rain or sleet on a frozen road surface. When accidents occurred in these situations, there was always high WRM activity. This indicates that, in order to reduce the accident rate during these situations, public awareness must be increased by providing information to drivers.
    [Show full text]
  • Expert System for Winter Road Maintenance
    Expert System for Winter Road Maintenance Magnus Ljungberg The advantages and limitations of an expert system for win­ ing, sanding, and salting. Three types of salting were defined: ter road maintenance in Sweden, as well as how to create an dry, prewetted, and brine. The best practice rules also pre­ expert system that is effective, are discussed. An expert sys­ scribe the correct amount of salt for spreading over a road. tem will support the decision making of the maintenance man­ Preliminary results show that brine spreading is preferred over ager in real time. It is primarily intended for inexperienced prewetted salt in most situations. Dry salt should never be maintenance management personnel. An effective expert sys­ used. For preventive salting, normal recommended amounts 2 tem must render advice on what action should be taken, when are 10 g of brine/m ( 124 lb/lane-mi) or 7 g of prewetted it should be carried out, and, if necessary, how much and what salt/m2 (87 lb/lane-mi). These best practice rules will later be type of chemical should be used on a road. Another impor­ incorporated into the expert system. tant use for an expert system is the education and training of maintenance managers. Information for developing an expert system was gathered in part from literature studies, but the main informational source was interviews with experts. In­ depth interviews with six experienced maintenance managers o a ses the possibilitie and limitation of an ex­ concerning winter maintenance activities took place during perr sy tem for wint r r ad maintenance, a num­ February, March, and April 2000.
    [Show full text]
  • Development and Verification of an Intelligent Sensor System for Roadway and Bridge Surface Condition Assessments Mohammed Aljuboori University of Wisconsin-Milwaukee
    University of Wisconsin Milwaukee UWM Digital Commons Theses and Dissertations August 2014 Development and Verification of an Intelligent Sensor System for Roadway and Bridge Surface Condition Assessments Mohammed Aljuboori University of Wisconsin-Milwaukee Follow this and additional works at: https://dc.uwm.edu/etd Part of the Civil Engineering Commons Recommended Citation Aljuboori, Mohammed, "Development and Verification of an Intelligent Sensor System for Roadway and Bridge Surface Condition Assessments" (2014). Theses and Dissertations. 653. https://dc.uwm.edu/etd/653 This Thesis is brought to you for free and open access by UWM Digital Commons. It has been accepted for inclusion in Theses and Dissertations by an authorized administrator of UWM Digital Commons. For more information, please contact [email protected]. DEVELOPMENT AND VERIFICATION OF AN INTELLIGENT SENSOR SYSTEM FOR ROADWAY AND BRIDGE SURFACE CONDITION ASSESSMENTS by Mohammed Aljuboori A Thesis Submitted in Partial Fulfillment of the Requirements for the Degree of Master of Science in Engineering at The University of Wisconsin-Milwaukee August 2014 ABSTRACT DEVELOPMENT AND VERIFICATION OF AN INTELLIGENT SENSOR SYSTEM FOR ROADWAY AND BRIDGE SURFACE CONDITION ASSESSMENTS by Mohammed Aljuboori The University of Wisconsin-Milwaukee, 2014 Under the Supervision of Professor Habibollah Tabatabai Surface ice formation on roadways and bridges has been a major safety issue in transportation. Surface ice, or black ice, is a layer of frozen water that can form on roadway surface. Surface ice can form when moisture comes in contact with a pavement surface that is at a temperature below freezing. On bridges, surface ice formation tends to occur more rapidly because bridges are elevated, and are therefore subjected to air circulation both above and below the concrete slab.
    [Show full text]
  • Maximizing Surface Friction for Road Safety Improvements Project 04
    Incorporating Road Safety into Pavement Management: Maximizing Surface Friction for Road Safety Improvements Project 04 - 04 June 2007 Midwest Regional University Transportation Center College of Engineering Department of Civil and Environmental Engineering University of Wisconsin, Madison Authors: David A. Noyce, Ph.D., P.E., Hussain U. Bahia, Ph.D., Josue Yambo, Jeremy Chapman, and Andrea Bill University of Wisconsin-Madison Traffic Operations and Safety Laboratory Principal Investigator: David A. Noyce, Ph.D., P.E. and Hussain U. Bahia, Ph.D. Department of Civil and Environmental Engineering Technical Report Documentation Page 1. Report No. 2. Government Accession No. 3. Recipient’s Catalog No. MRUTC 04-04 4. Title and Subtitle 5. Report Date INCORPORATING ROAD SAFETY INTO PAVEMENT MANAGEMENT: June 1, 2007 MAXIMIZING SURFACE FRICTION FOR ROAD SAFETY IMPROVEMENTS 6. Performing Organization Code 7. Author/s 8. Performing Organization Report No. David A. Noyce, Hussain U. Bahia, Josue Yambo, Jeremy Chapman, and Andrea Bill 2007-005 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) TRAFFIC OPERATIONS AND SAFETY LABORATORY University of Wisconsin-Madison 11. Contract or Grant No. Department of Civil and Environmental Engineering 0092-03-20 1415 Engineering Drive, Madison, WI 53706 12. Sponsoring Organization Name and Address 13. Type of Report and Period Covered Wisconsin Department of Transportation Final Report, 8/2003 – 6/2007 Hill Farms State Transportation Building 4802 Sheboygan Ave 14. Sponsoring Agency Code Madison, WI 53707 15. Supplementary Notes Project performed in cooperation with the Midwest University Transportation Center and the Wisconsin Department of Transportation. Report url: http://www.mrutc.org/research/0404/ 16.
    [Show full text]
  • Skidding on Highways
    SKIEDING OH HIGHWAYS By REDDY SRIRASJULJ M» B.£. v MADRAS UNIVERSITY, 1954 A MASTER'S REPORT submitted in partial fulfillment of the requirements for the degree MASTER Of SCIENCE of Civil Engineering KAtiSAS STATE UNIVERSITY Manhattan, Kansas 1963 Approved byt Major Professor *3 f i OP CONTENTS Page tODOCTION 1 FURPO-" 2 skidding mm 3 General 3 Rel thip of vehicle dynamics to skidding k Relationship of design and composition of tires to skidding 5 Relationship of road surface properties to skidding 1^- Accidents and human elemfent in skidding 21 •'JRBMSHT OP SKID R3SISTA 2h General 2k- Field Tests 25 1« Pa er-car broking tests 25 a. stopping-distance tost 25 b» R te of deceleration test 29 c. Toved-vehicle skid tests 31 d. Advantages and disadvantages of the t: roe methods 35 c. Comparison of results obtained by three different at ods of testing skid resis- tance in California 37 f . Comparison of several methods of measur- ing' road surface friction 38 g» Selection of a field test for a field investigation *fl Laboratory tests *f2 1. Purdue University Skid-test apparatus h2 2* University of Kentuc! y investigation ' 2 3. University of Tennessee equipment ^3 h* National Crushed stone Association Procedure I 3 c EPF.JCTS OF AOOR30ATS FACTORS ON PAV ;. T FRICTION *# POLISHI -:- CHAIU tXICa OF HINBRAL AGORBStf IN REGARD TO P S h6 General k6 Linestone I 7 Sandstone 50 Other Aggregate types 51 flMIZI/G PAV 1 TIT ILIP ' ft TRTJCTIOriS 52 General 52 Portland Cement Concrete 52 Bituminous Surfa 55 lOTHW TI-SKID "IF SLIPPERY PAVMrjg 57 Deslicking existing Surfaces 57 Surfao* treatments 58 COIICLTTSIC 62 ACK"0 T8 51+ RE~ iS 65 INTRODUCTION Current estimates based on the highway accident records indicate that skidding by at least one of the involved vehicles occurs in over si* per cent of all traffic accidents (25) • Skidding was reported as involved in four out of ten (41 per cent) rural accidents in Virginia in 1957.
    [Show full text]
  • Effects of Wheather-Controlled Variable Message Signing on Driver Behaviour
    4 4 7 V T T P U B L I C A T I O N S The concept of weather-controlled speed limits and displays proved VTT PUBLICATIONS 447 successful. Specifically, lowering the speed limit from 100 km/h to 80 km/h Pirkko Rämä on a weather-controlled road decreased the mean speed by an average of 3.4 km/h in winter; the variance of speed was decreased; the slippery road condition sign and minimum headway sign decreased the mean speed of cars travelling in free-flow traffic by 1–2 km/h; the minimum headway sign also Effects of wheather-controlled decreased the proportion of short headways, and drivers’ reports suggested that these variable message signs increase more careful driving and are variable message signing on accepted. The thesis sums up six studies which investigated the effects of variable message signs on driver behaviour. The slippery road condition sign driver behaviour is recommended for careful use at critical spots, whereas a system including Effects of wheather-controlled variable message signing on driver behaviour Pirkko Rämä variable speed limits is recommended for somewhat longer road sections. V T T P u b l i c a t i o n s V T T P u b l i c a t i o n s V T T P u b l i c a t i o n s V T T P u b l i c a P t i o n s V T T P u b l i c a t i o n s V T T P u b l i c a t i o n s V T T P u b l i c a t i o n s V T T P u b l i c a t i o n s V T T P u b l i c a t i o n s Tätä julkaisua myy Denna publikation säljs av This publication is available from VTT TIETOPALVELU VTT INFORMATIONSTJÄNST VTT INFORMATION SERVICE PL 2000 PB 2000 P.O.Box 2000 02044 VTT 02044 VTT FIN–02044 VTT, Finland Puh.
    [Show full text]
  • Identifying Spatially Correlated Patterns Between Surface Water and Frost Risk Using EO Data and Geospatial Indices
    water Article Identifying Spatially Correlated Patterns between Surface Water and Frost Risk Using EO Data and Geospatial Indices Panagiota Louka 1,*, Ioannis Papanikolaou 1 , George P. Petropoulos 2,3 , Kleomenis Kalogeropoulos 2 and Nikolaos Stathopoulos 4 1 Lab Mineralogy-Geology, Department of Natural Resources Development and Agricultural Engineering, Agricultural University of Athens, 11855 Athens, Greece; [email protected] 2 Department of Geography, Harokopio University of Athens, El. Venizelou St., 70, Kallithea, 17671 Athens, Greece; [email protected] (G.P.P.); [email protected] (K.K.) 3 School of Mineral Resources Engineering, Technical University of Crete, Kounoupidiana Campus, 73100 Crete, Greece 4 School of Mining and Metallurgical Engineering, Sector of Geological Sciences, Laboratory of Technical Geology and Hydrogeology, National Technical University of Athens, 15780 Athens, Greece; [email protected] * Correspondence: [email protected]; Tel.: +30-6944-140-612 Received: 13 January 2020; Accepted: 28 February 2020; Published: 4 March 2020 Abstract: Frost is one the most significant hazards affecting various aspects of human lives including infrastructure, agriculture, economy and biodiversity. Water bodies are one of the key factors controlling temperature fluctuations and frost. This study introduces a contemporary method for identifying and spatially analyzing frost risk and also explores its spatial correlation with water bodies. The proposed technique is based on coupling freely distributed geospatial data with a time series of land surface temperature (LST) data from Moderate Resolution Imaging Spectroradiometer (MODIS) sensor. A region located in NW Greece, which annually suffers from very low temperatures and frost conditions and hosts important infrastructure and other human activities, was selected as a case study.
    [Show full text]