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MANISH.D.KATIYARI Int. Journal of Engineering Research and Applications www.ijera.com 
ISSN : 2248-9622, Vol. 4, Issue 11(Version - 5), November 2014, pp.23-26 
www.ijera.com 23 | P a g e 
“Road Safety Audit: A Case Study for Wardha Road in Nagpur City” MANISH.D.KATIYARI, PROF.S.D.GHODMARE M-TECH (TRANS ENG, RESEARCH SCHOLAR) ABSTRACT India has a road network of an estimated 3.3 million km, which carries nearly 65 per cent of freight and 85 per cent of passenger traffic. The road traffic is estimated to be growing at an annual rate of 7-10 per cent, while the vehicle population is growing at a rate of 12 per cent per year. A Road Safety Audit (RSA) qualitatively estimates and reports on potential road safety issues and identifies opportunities for improvements in safety for all road users. The Road Safety Audit consists of safety principles to the design of a new or a rehabilitated road section, to prevent frequent occurrence of accidents or to reduce their severity. In this project analysis of one of the major arterial street of Nagpur city will be undertaken. The location of interest for the analysis is Wardha Road from Morris College Square to Airport Intersection. The roadway carries considerable amount of traffic throughout the day and it has number of conflict points such as merging of traffic from flyover. A detailed analysis of Wardha Road will be carried out from the point of view of safety and supplemental analysis regarding the traffic growth and accident analysis will also be performed. The project aims to identify deficiencies, developing mitigating strategies, improving public relations,enhancing credibility of the roads and calculating the crash rate of intersection or length of roads. 
Keywords: Accident, road safety 
I. INTRODUCTION 
Road fatality rates in India are probably among the highest and out of 1.25 million deaths worldwide every year, 8-10 per cent of all road deaths are in India. The road system and the traffic operations in India are deficient in safety management. One of the reasons for this situation is that there is very little opportunity to learn from the past mistakes. The accident records are supposed to provide the clue about deficiency in the road, vehicle and user systems to explain the causes of accidents and to develop remedial measures. This road safety management system is poor in India, with untrained police officers collecting only incomplete records of fatal accidents and always stating the road user’s fault as the cause of the accident. In a road environment where the road designs, knowledge of traffic rules, traffic control and policing (enforcement) are responsible for the accident. In a deficient road and traffic environment, causes are related to poor road geometry and poor traffic control aggravated by poor traffic sense. In this analysis of one of the major arterial street of Nagpur city will be undertaken. The location of interest for the analysis is Wardha Road from Morris College Square to Airport Intersection. The roadway carries considerable amount of traffic is higher. A detailed analysis of Wardha Road will be carried out from the point of view of safety and supplemental analysis regarding cent of passenger traffic. 
II. Problem Definition: 
In India, 4,00,000 accidents occur annually with about 1,00,000 people losing their lives. Besides fatalities, nearly 4,00,000 people suffer injuries in road accidents which lead to lifelong miseries for the victims and their families. Accidents are caused by several reasons such as human error, machine failure, or weather condition. Some of these variables cannot be tackled but those which can be tackled should be addressed. To reduce these losses (human as well as property), effort needs to be made towards thorough investigation and subsequent corrective action. 
III. Objective of Review 
The primary objective of undertaking a road safety audit on the wardha road is to ensure increased safety for the users. Specifically, the objectives and various tasks to be achieved can be stated as follows: 
1. To collect traffic and road inventory of Wardha Road from Morris College Square to Airport Intersection. 
2. To collect Accident Data and perform acident data analysis. 
3. To develop a model for identification of safety influencing parameters in minimizing accident rate on selected squares of roads. 
4. To examine safety fetaures and find out defiencies and conflict point in the road network which lead to accident and safety hazards to road users. 
RESEARCH ARTICLE OPEN ACCESS
MANISH.D.KATIYARI Int. Journal of Engineering Research and Applications www.ijera.com 
ISSN : 2248-9622, Vol. 4, Issue 11(Version - 5), November 2014, pp.23-26 
www.ijera.com 24 | P a g e 
IV. Scope of study 
In this project we are going to analysis of Wardha Road from Morris College Square to Airport Intersection. The project aims to identify defiencies, developing mitigating strategies and calculating the crash rate of each intersection or length of road.with the help of Microsoft visual studio mimimizing the accident rate or crash rate in future. 
V. Checklist for existing road: 
 Are the prevailing speed levels within desirable limits 
 Are there signs of other conflict situations and minor accident. 
 Are the surface and carriageway markings in good condition. 
 Are medians and islands of adequate width for the likely users. 
 Are there signs of pedestrian traffic in places that seem hazardous to pedestrian. 
 Does there appear to be need for more or better crossing facilities for pedestrian. 
 Are overtaking opportunities available for heavy vehicles where volumes are high. 
 Is sufficient warning provided in advance of breaks in service roads and openings in medians for traffic using multilane highway. 
 Any provisions for parking satisfactory in relations to traffic operations and safety. 
 Does there appear to be need for more or better facilities for cyclist. 
 Do road users park in ways that could 
Constitute hazards. 
 DO plantations obscure visibility or the view of sign. 
 Are the specified distances to rigid obstacles to maintained for all group road users. 
VI. Data Collection: 
If we see the figures in above table are increases per year that shows the number of accidents increases. To prevent accident safety checks or safety audits plays a important role and during analysis number of accident occur due to rush driving,breaking the signal and drung and drivecase which shows road safety audit is necessary in six months or in a year. 
VII. Traffic count( vehicle count):
MANISH.D.KATIYARI Int. Journal of Engineering Research and Applications www.ijera.com 
ISSN : 2248-9622, Vol. 4, Issue 11(Version - 5), November 2014, pp.23-26 
www.ijera.com 25 | P a g e 
Above table shows that the data was collected at different important squares of city, i.e rahate square,chhatrapati square,ajni square, and somalwada square.The first row of each square indicating the volume of light, medium and heavy traffic at morning time during peak hour while the second row indicating the volume of traffic at evening time during peak hour of working day. 
VIII. methodology: 
Microsoft Visual Studio is an integrated development environment (IDE) from Microsoft. It is used to develop computer programs for Microsoft Windows superfamily of operating systems, as well as web sites, web applications and web services. Visual Studio uses Microsoft software development platforms such as Windows API, Windows Forms, Windows Presentation Foundation, Windows Store and Microsoft Silverlight. It can produce both native code and managed code. 
Microsoft Visual Studio supports different programming languages and allows the code editor and debugger to support (to varying degrees) nearly any programming language, provided a language- specific service exists. Built-in languages include C,[5] C++and C++/CLI (via Visual C++), VB.NET (via Visual Basic .NET), C# (via Visual C#), and F# (as of Visual Studio 2010[6]). Support for other languages such as M, Python, and Ruby among others is available via language services installed separately. It also supports XML/XSLT, HTML/XHTML, JavaScript and CSS. Using Microsoft visual studio we can calculate the crash rate or accident rate of intersection or length of roads.Formula for crash rate or accident rate are Crash rate by route length R= 1000000*C/365*N*V R=Crash rate for the intersection expressed as accident per million entering Vehicle (MEV) C=Total number of intersection crashes in the study period N=Number of years of data V=Traffic volumes entering the intersections daily Crash rate vehicle miles travelled are 
R=C/N*L 
R= Crashes per miles for the road segment expresses as a crashes per year 1 mile of roadway per year 
C= Total number of crashes in the study period. N= Number of years of data L= Length of roadway segment in miles 
Sr. No. 
Location 
LV 
MV 
HV 
Total 
square 
Vehicles/hr 
1 
Rahate 
2460 2390 
1678 1580 
180 175 
4318 4145 
2 
Chhatrapati 
2670 2455 
1835l 1760 
210 190 
4715 4405 
3 
Ajni 
3100 3080 
1950 1930 
260 230 
5310 5240 
4 
Somalwada 
1802 1765 
605 578 
213 174 
2620 2517 
YEAR 
Crash rate 
Crash rate width 
(%) difference 
2011 
61.23 
60.230 
1 
2012 
63.36 
60.360 
3 
2013 
65.51 
59.51 
6 
2014 
67.66 
58.66 
9 
2015 
69.83 
57.83 
11 
2016 
72.01 
57.01 
15 
2017 
74.20 
56.20 
18 
2018 
76.40 
55.40 
21 
2019 
78.62 
54.62 
24 
2020 
80.84 
55.84 
25 
2021 
83.08 
53.08 
30
MANISH.D.KATIYARI Int. Journal of Engineering Research and Applications www.ijera.com 
ISSN : 2248-9622, Vol. 4, Issue 11(Version - 5), November 2014, pp.23-26 
www.ijera.com 26 | P a g e 
IX. Result: 
Validation is done of crash rate. The above table shows that the crash rate,crash rate width and percentage (%) difference of intersection Sitabuldi,dhantoli,and sonegao from year 2011 to 2021.If we increased the width by 2m the crash rate are decreasing and we can also see the percentage diffence in the table. 
s 
X. Conclusion: 
1. Minimising the risk of accidents occurring in the future as a result of planning decisions on new transport infrastructure schemes 
2. Reducing the risk of accidents occurring in the future as a result of unintended effects of the design of road schemes. 
3. Reducing the long-term costs associated with a planning decision or a road scheme. 
References 
[1.] Kathryn Lankester and Greig Craft “Sustainable and replicable road safety solution for the Lower and Middleincome countries based on the Viet nam model for increasing motor cycle helmet use” “Transport and communication Bulletin for asia and the pacific” NO.79,2009 
[2.] P.K. Sikdar and J.N.Bhavsa “Road safety scenario in India and proposed action plan” “Transport and communication Bulletin for asia and the pacific” NO.79,2009 
[3.] Piyapong Jiwattanakulpaisarn, Kunnawee Kanitpong and Paibul Suriyawongpaisal “Effectiveness of speed enforcement in Thailand: current issues, need for changes and new approaches”“Transport and communication Bulletin for asia and the pacific” NO.79,2009 
[4.] Socheata Sann*, Sophea Sok, Tom Brijs** and Marjolein De Jong” "Sociological analysis of the road safety situation in Cambodia Historical,Cultural an Political 
Aspects" “Transport and communication Bulletin for asia and the pacific” NO.79,2009 
[5.] Srinivas Rao ,E. Madh “"Accident study on national highway-5 between Anakapalli to Visakhaatnam" Proceedings of the Eastern Asia Society for Transportation Studies, Vol. 5, pp. 1973 - 1988, 2005B 
[6.] Dr. S. S. Jain, P. K. Singh, Dr. M Parida “Road safety audit for four lane national highway” Indian Institute of Technolosssgy Roorkee-247667 Submitted to the 3rd International Conference on Road Safety and Simulation, September 14-16, 2011, Indianapolis, USA 
[7.] Chongsuvivatwong, V., S. Ritsmitchai, P. Suriyawongpaisal,S.Chariyalertsak,W. Kosuwan, P. Punyaratabandhu and W.Sutiwipakorn (1999). “High prevalence of drink-driving in Thailand,Drug and Alcohol Review”, vol. 18, pp. 293-298. 
[8.] AIP Foundation (2008a). Post-law helmet observations (Hanoi, AIPFoundation). 
[9.] Rogers, R. W. (1975). “A protection motivation theory of fear appeals and attitude change”, Journal of Psychology, vol. 91, pp. 469-479. 
[10.] Rosenstock, I. M. (1966). “Why people use health services”, The Millbank Memorial Fund Quarterly”, vol. 44, No. 3, pp. 94-124. 
[11.] De Leur, P.and T. Sayed. (2002), “Developing a Systematic Framework for Proactive Road Safety Planning”, Transportation Research Record 1784, pp. 34-42. 
[12.] IRC: SP: 88-2010. “Manual on Road Safety Audit”. Indian Road Congress, New Delhi, India.

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Road Safety Audit Nagpur Case Study

  • 1. MANISH.D.KATIYARI Int. Journal of Engineering Research and Applications www.ijera.com ISSN : 2248-9622, Vol. 4, Issue 11(Version - 5), November 2014, pp.23-26 www.ijera.com 23 | P a g e “Road Safety Audit: A Case Study for Wardha Road in Nagpur City” MANISH.D.KATIYARI, PROF.S.D.GHODMARE M-TECH (TRANS ENG, RESEARCH SCHOLAR) ABSTRACT India has a road network of an estimated 3.3 million km, which carries nearly 65 per cent of freight and 85 per cent of passenger traffic. The road traffic is estimated to be growing at an annual rate of 7-10 per cent, while the vehicle population is growing at a rate of 12 per cent per year. A Road Safety Audit (RSA) qualitatively estimates and reports on potential road safety issues and identifies opportunities for improvements in safety for all road users. The Road Safety Audit consists of safety principles to the design of a new or a rehabilitated road section, to prevent frequent occurrence of accidents or to reduce their severity. In this project analysis of one of the major arterial street of Nagpur city will be undertaken. The location of interest for the analysis is Wardha Road from Morris College Square to Airport Intersection. The roadway carries considerable amount of traffic throughout the day and it has number of conflict points such as merging of traffic from flyover. A detailed analysis of Wardha Road will be carried out from the point of view of safety and supplemental analysis regarding the traffic growth and accident analysis will also be performed. The project aims to identify deficiencies, developing mitigating strategies, improving public relations,enhancing credibility of the roads and calculating the crash rate of intersection or length of roads. Keywords: Accident, road safety I. INTRODUCTION Road fatality rates in India are probably among the highest and out of 1.25 million deaths worldwide every year, 8-10 per cent of all road deaths are in India. The road system and the traffic operations in India are deficient in safety management. One of the reasons for this situation is that there is very little opportunity to learn from the past mistakes. The accident records are supposed to provide the clue about deficiency in the road, vehicle and user systems to explain the causes of accidents and to develop remedial measures. This road safety management system is poor in India, with untrained police officers collecting only incomplete records of fatal accidents and always stating the road user’s fault as the cause of the accident. In a road environment where the road designs, knowledge of traffic rules, traffic control and policing (enforcement) are responsible for the accident. In a deficient road and traffic environment, causes are related to poor road geometry and poor traffic control aggravated by poor traffic sense. In this analysis of one of the major arterial street of Nagpur city will be undertaken. The location of interest for the analysis is Wardha Road from Morris College Square to Airport Intersection. The roadway carries considerable amount of traffic is higher. A detailed analysis of Wardha Road will be carried out from the point of view of safety and supplemental analysis regarding cent of passenger traffic. II. Problem Definition: In India, 4,00,000 accidents occur annually with about 1,00,000 people losing their lives. Besides fatalities, nearly 4,00,000 people suffer injuries in road accidents which lead to lifelong miseries for the victims and their families. Accidents are caused by several reasons such as human error, machine failure, or weather condition. Some of these variables cannot be tackled but those which can be tackled should be addressed. To reduce these losses (human as well as property), effort needs to be made towards thorough investigation and subsequent corrective action. III. Objective of Review The primary objective of undertaking a road safety audit on the wardha road is to ensure increased safety for the users. Specifically, the objectives and various tasks to be achieved can be stated as follows: 1. To collect traffic and road inventory of Wardha Road from Morris College Square to Airport Intersection. 2. To collect Accident Data and perform acident data analysis. 3. To develop a model for identification of safety influencing parameters in minimizing accident rate on selected squares of roads. 4. To examine safety fetaures and find out defiencies and conflict point in the road network which lead to accident and safety hazards to road users. RESEARCH ARTICLE OPEN ACCESS
  • 2. MANISH.D.KATIYARI Int. Journal of Engineering Research and Applications www.ijera.com ISSN : 2248-9622, Vol. 4, Issue 11(Version - 5), November 2014, pp.23-26 www.ijera.com 24 | P a g e IV. Scope of study In this project we are going to analysis of Wardha Road from Morris College Square to Airport Intersection. The project aims to identify defiencies, developing mitigating strategies and calculating the crash rate of each intersection or length of road.with the help of Microsoft visual studio mimimizing the accident rate or crash rate in future. V. Checklist for existing road:  Are the prevailing speed levels within desirable limits  Are there signs of other conflict situations and minor accident.  Are the surface and carriageway markings in good condition.  Are medians and islands of adequate width for the likely users.  Are there signs of pedestrian traffic in places that seem hazardous to pedestrian.  Does there appear to be need for more or better crossing facilities for pedestrian.  Are overtaking opportunities available for heavy vehicles where volumes are high.  Is sufficient warning provided in advance of breaks in service roads and openings in medians for traffic using multilane highway.  Any provisions for parking satisfactory in relations to traffic operations and safety.  Does there appear to be need for more or better facilities for cyclist.  Do road users park in ways that could Constitute hazards.  DO plantations obscure visibility or the view of sign.  Are the specified distances to rigid obstacles to maintained for all group road users. VI. Data Collection: If we see the figures in above table are increases per year that shows the number of accidents increases. To prevent accident safety checks or safety audits plays a important role and during analysis number of accident occur due to rush driving,breaking the signal and drung and drivecase which shows road safety audit is necessary in six months or in a year. VII. Traffic count( vehicle count):
  • 3. MANISH.D.KATIYARI Int. Journal of Engineering Research and Applications www.ijera.com ISSN : 2248-9622, Vol. 4, Issue 11(Version - 5), November 2014, pp.23-26 www.ijera.com 25 | P a g e Above table shows that the data was collected at different important squares of city, i.e rahate square,chhatrapati square,ajni square, and somalwada square.The first row of each square indicating the volume of light, medium and heavy traffic at morning time during peak hour while the second row indicating the volume of traffic at evening time during peak hour of working day. VIII. methodology: Microsoft Visual Studio is an integrated development environment (IDE) from Microsoft. It is used to develop computer programs for Microsoft Windows superfamily of operating systems, as well as web sites, web applications and web services. Visual Studio uses Microsoft software development platforms such as Windows API, Windows Forms, Windows Presentation Foundation, Windows Store and Microsoft Silverlight. It can produce both native code and managed code. Microsoft Visual Studio supports different programming languages and allows the code editor and debugger to support (to varying degrees) nearly any programming language, provided a language- specific service exists. Built-in languages include C,[5] C++and C++/CLI (via Visual C++), VB.NET (via Visual Basic .NET), C# (via Visual C#), and F# (as of Visual Studio 2010[6]). Support for other languages such as M, Python, and Ruby among others is available via language services installed separately. It also supports XML/XSLT, HTML/XHTML, JavaScript and CSS. Using Microsoft visual studio we can calculate the crash rate or accident rate of intersection or length of roads.Formula for crash rate or accident rate are Crash rate by route length R= 1000000*C/365*N*V R=Crash rate for the intersection expressed as accident per million entering Vehicle (MEV) C=Total number of intersection crashes in the study period N=Number of years of data V=Traffic volumes entering the intersections daily Crash rate vehicle miles travelled are R=C/N*L R= Crashes per miles for the road segment expresses as a crashes per year 1 mile of roadway per year C= Total number of crashes in the study period. N= Number of years of data L= Length of roadway segment in miles Sr. No. Location LV MV HV Total square Vehicles/hr 1 Rahate 2460 2390 1678 1580 180 175 4318 4145 2 Chhatrapati 2670 2455 1835l 1760 210 190 4715 4405 3 Ajni 3100 3080 1950 1930 260 230 5310 5240 4 Somalwada 1802 1765 605 578 213 174 2620 2517 YEAR Crash rate Crash rate width (%) difference 2011 61.23 60.230 1 2012 63.36 60.360 3 2013 65.51 59.51 6 2014 67.66 58.66 9 2015 69.83 57.83 11 2016 72.01 57.01 15 2017 74.20 56.20 18 2018 76.40 55.40 21 2019 78.62 54.62 24 2020 80.84 55.84 25 2021 83.08 53.08 30
  • 4. MANISH.D.KATIYARI Int. Journal of Engineering Research and Applications www.ijera.com ISSN : 2248-9622, Vol. 4, Issue 11(Version - 5), November 2014, pp.23-26 www.ijera.com 26 | P a g e IX. Result: Validation is done of crash rate. The above table shows that the crash rate,crash rate width and percentage (%) difference of intersection Sitabuldi,dhantoli,and sonegao from year 2011 to 2021.If we increased the width by 2m the crash rate are decreasing and we can also see the percentage diffence in the table. s X. Conclusion: 1. Minimising the risk of accidents occurring in the future as a result of planning decisions on new transport infrastructure schemes 2. Reducing the risk of accidents occurring in the future as a result of unintended effects of the design of road schemes. 3. Reducing the long-term costs associated with a planning decision or a road scheme. References [1.] Kathryn Lankester and Greig Craft “Sustainable and replicable road safety solution for the Lower and Middleincome countries based on the Viet nam model for increasing motor cycle helmet use” “Transport and communication Bulletin for asia and the pacific” NO.79,2009 [2.] P.K. Sikdar and J.N.Bhavsa “Road safety scenario in India and proposed action plan” “Transport and communication Bulletin for asia and the pacific” NO.79,2009 [3.] Piyapong Jiwattanakulpaisarn, Kunnawee Kanitpong and Paibul Suriyawongpaisal “Effectiveness of speed enforcement in Thailand: current issues, need for changes and new approaches”“Transport and communication Bulletin for asia and the pacific” NO.79,2009 [4.] Socheata Sann*, Sophea Sok, Tom Brijs** and Marjolein De Jong” "Sociological analysis of the road safety situation in Cambodia Historical,Cultural an Political Aspects" “Transport and communication Bulletin for asia and the pacific” NO.79,2009 [5.] Srinivas Rao ,E. Madh “"Accident study on national highway-5 between Anakapalli to Visakhaatnam" Proceedings of the Eastern Asia Society for Transportation Studies, Vol. 5, pp. 1973 - 1988, 2005B [6.] Dr. S. S. Jain, P. K. Singh, Dr. M Parida “Road safety audit for four lane national highway” Indian Institute of Technolosssgy Roorkee-247667 Submitted to the 3rd International Conference on Road Safety and Simulation, September 14-16, 2011, Indianapolis, USA [7.] Chongsuvivatwong, V., S. Ritsmitchai, P. Suriyawongpaisal,S.Chariyalertsak,W. Kosuwan, P. Punyaratabandhu and W.Sutiwipakorn (1999). “High prevalence of drink-driving in Thailand,Drug and Alcohol Review”, vol. 18, pp. 293-298. [8.] AIP Foundation (2008a). Post-law helmet observations (Hanoi, AIPFoundation). [9.] Rogers, R. W. (1975). “A protection motivation theory of fear appeals and attitude change”, Journal of Psychology, vol. 91, pp. 469-479. [10.] Rosenstock, I. M. (1966). “Why people use health services”, The Millbank Memorial Fund Quarterly”, vol. 44, No. 3, pp. 94-124. [11.] De Leur, P.and T. Sayed. (2002), “Developing a Systematic Framework for Proactive Road Safety Planning”, Transportation Research Record 1784, pp. 34-42. [12.] IRC: SP: 88-2010. “Manual on Road Safety Audit”. Indian Road Congress, New Delhi, India.