DESIGN CONSIDERATIONS FOR ROAD SAFETY
A seminar report submitted to
 Jawaharlal Nehru Technological University Kakinada
                    in the partial fulfillment of
                      the requirement for the
                              award of
                          BACHELOR OF
                          TECHNOLOGY
                                  in
                      CIVIL ENGINEERING
                            Submitted by
                      K. JASPER TEJA
                        17A81A0119
          DEPARTMENT OF CIVIL ENGINEERING
    SRI VASAVI ENGINEERING COLLEGE (AUTONOMOUS)
             (Sponsored by Sri Vasavi Educational Society)
   Approved by AICTE and Permanently Affiliated to JNTUK, Kakinada
  Pedatadepalli, TADEPALLIGUDEM – 534 101, W.G. Dist. (A.P) July
                                2021
                         DECLARATION
The SEMINAR Report entitled, DESIGN CONSIDERATIONS FOR ROAD
SAFTEY , is a record of bonafide work carried out by me and submitted in
partial fulfillment for the award of Bachelor of Technology in Civil
Engineering to SRI VASAVI ENGINEERING COLLEGE. The results
embodied in this thesis are prepared by me and the results embedded in this
thesis have not been submitted to any other University or Institute for the
award of any other degree or diploma
                                                      K.JASPER TEJA
                                  CERTIFICATE
 This is to certify that the SEMINAR report entitled, , DESIGN   CONSIDERATIONS
 FOR ROAD SAFTEY that      is being submitted by K.JASPER TEJA in partial
 fulfillment for the award of   Bachelor   of Technology in Civil Engineering to
 SRI VASAVI ENGINEERING COLLEGE is a record of bonafide work carried out
 by him under my guidance and supervision . The results embodied in this
 project work have not been submitted to any other University or Institute for
 the award of any degree or diploma.
Head of the department
 Dr. G. RADHAKRISHNAN
                         Acknowledgement
I would like to thank Mr. G. RADHAKRISHNAN for giving me such a wonderful
opportunity to expand my knowledge for my own branch and giving me
guidelines to present a seminar report. It helped me a lot to realize what we
study for.
Secondly, I would like to thank my parents who patiently helped me as I
wentthrough my work and helped to modify and eliminate some of the
irrelevant or unnecessary stuff.
Thirdly, I would like to thank my friends who helped me to make my work
more organized and well-stacked till the end.
Next, I would thank Microsoft for developing such a wonderful tool like
MSWord. It helped my work a lot to remain error-free.
Last but clearly not the least, I would thank The Almighty for giving me
strength to complete my report on time.
                              INTRODUCTION
       Global facts and figures on the road safety scenario around the world
reveal some startling statistics. More people die on the world’s roads each year than
the total number of people who die from malaria. The WHO estimates almost 1.3
million people die each year, equivalent to six jumbo jet crashes every day.
However, while the crash of a single jumbo jet makes headlines in the media,
road fatalities, even in such large numbers, do not get the same attention.
Worryingly, death by road accidents is the No.1 cause of death for young people
worldwide, and the economic cost to the global economy is estimated to be a
staggering $1.2 trillion a year.
       Furthermore, 50 million people are injured annually, many of whom are
left disabled. As shown in Figure 1, Road Traffic Injury (RTI) is the highest
cause of global injuries. Ninety per cent of these casualties occur in developing
countries. With the number of annual deaths occurring from road accidents
forecast to rise to 1.9 million by 2025 (Figure 2), there is an urgent requirement
to act now to prevent unnecessary deaths from road accidents in the future.
    Figure 1: World-wide Cause of Injuries          Figure 2: Projection of Global
    Road Traffic
                                                            Fatalities
Source : World Report                     Source: Report on Safe Roads
on Road Traffic Injury                    by Guria, J (2009).
Prevention (WHO).
           DESIGN CONSIDERATIONS FOR ROAD SAFETY
              In response to these trends, the United Nations
     declared 2011 to 2020 as the Decade of Action for Road
     Safety. It aims to save 5 million lives by 2020. One of
     the five “pillars” of the Decade is on “Safer Roads and
     Mobility”.
               The International Road Federation, or IRF, has
     several major road programmes on road safety in
     different regions of the world. Its Regional Offices
     provide training programmes on road safety, each
     different but complimentary to each other. For example,
     in collaboration with the
     UN Economic Commission for Africa and other international agencies, the IRF supports the Trans- African
     Highway Network. In Africa, the IRF also provides help and technical assistance on public- private partnerships,
     road safety, and Statistical Data Collection and Training. In the Mediterranean region, IRF designs personalized
     training seminars and regional conferences. The IRF Geneva Programme Centre develops customized training
     and visual materials such as videos.
               Another major initiative under the IRF is the Road Accident Data Recorder (RADAR) developed by
     IRF is an innovative and scientific crash data collection and reporting system, designed as an application for use
     in a tablet with Android OS.4 It provides paper-less digital accident data collection from the accident site/scene,
     and a device free delivery of the application to the customers. RADAR application is equipped to use the GSM
     Network, GPS, and digital camera facilities of the tablet.
              The output from the Reporting Tool of RADAR Application can be used by all concerned actors
     connected to Road Accidents/Crashes, such as policy-makers, politicians, lawyers, road engineers, enforcement
     agencies, education and awareness groups, health professionals, researchers, insurance companies, vehicle
     manufacturers, and NGOs and community groups. This system for secured and scientific data on road accidents
     is expected to revolutionize road safety engineering and all other aspects of road safety across all boundaries.
I.      ENGINEERING ASPECTS OF SAFE ROAD INFRASTRUCTURE DESIGN
              In general, it can be said that the “5Es” of Safe Road Operations are:
                 Engineering – Defining the Built Environment including the road design and vehicle
                  design.
                 Enforcement – Strict application of law.
                 Education – Teaching good road behavior through awareness campaigns.
                 Encouragement – Rewarding people for good road behavior.
                 Emergency Care – Road side medical care and access to para-medics in the “Golden Hour”, or
                  the hour immediately following a road accident during which the provision of first aid can greatly
                  enhance the prospects of the accident victim’s survival.
               In this regard, the role of engineers is paramount to ensuring roads are as safe as possible. From an
     engineering perspective, road safety can be enhanced by Highway Engineers into various stages of road
     projects, as follows.
                 Planning Stage - through land use control policies; providing by-passes for congested towns and
                  linking them by spurs; and creating Self Contained zones to avoid nonessential traffic in the
                  neighborhood
                 Design Stage - designing “Self Explaining Roads” and “Forgiving Road Side” by selecting the
                  most desirable design standards (and NOT the minimum standards) involving:
                        i.   Design speed
                       ii.   Horizontal and vertical geometry
                      iii.   Cross-sectional elements
                      iv.    Design of at-grade and grade separated junctions
                       v.    Provision of service roads for segregation of slow and fast traffic
                      vi.    Designing effective road furniture, vis-à-vis guard rails, traffic signage, road- side
                             illumination provisions, etc.
             Construction Stage - Proper separation of the construction zone through effective barricading;
              construction of proper traffic diversions; provision of road signage; environmental controls for
              reducing noise, dust, etc.
             Maintenance and Operation Stage - providing an Automated Traffic Management System
              (ATMS) for safe operation of Traffic and Incident Management. This includes providing Mobile
              Communication Systems, Variable Message Signs, Weigh-in-Motion System, and Central Control
              Room.
          The key to Safe Road Infrastructure Design is consistency of standards so that road users do not
encounter unexpected situations. While road crashes are overwhelmingly caused by human failings, the greatest
untapped potential to prevent death and injury is through the roads themselves. For example, there has to be a
clear distinction between inter-urban roads for high speeds and urban roads for lower vehicle speeds and priority
for vulnerable road users.
         By making the roads more predictable, consistent and forgiving, we can produce a long-term solution
that helps save lives and reduce injuries. For example, between 1980 and 2000, in Sweden, the Netherlands and
the United Kingdom, infrastructure treatments combined with speed management measures reduced the number
of deaths of vulnerable road users by around a third. In this regard, it is important for all road engineers to
acknowledge the key elements of safe road infrastructure design.
                II.      KEY ELEMENTS OF SAFE ROAD INFRASTRUCTURE DESIGN
          Some of the key elements of Safe Road Infrastructure Design are given in Table 1 below and are
further illustrated in the table below.
         a)   Major arterials and expressways should bypass major towns which should be connected by spurs.
              There should be clear zones identified for linear land use control.
         b) Consistency of horizontal geometry avoiding monotonous straight lines or abrupt change of speed.
         c)   Adequate off-set distance from natural road side features.
         d) Undivided carriageways designed for Overtaking Sight Distance.
         e)   Wider lane widths and shoulders for High Speed Roads.
         f)   Inside widening for sharp curves.
         g) Recoverable slopes for out-of-control vehicles.
         h) Segregation of the slow moving non-motorized traffic from fast moving traffic.
         i)   Provision of raised footpath for pedestrians in Urban Areas.
         j)   Barriers should be designed to deflect the vehicle and not crash it.
         k) Road Signs should be standardized throughout the country.
         l)   Properly designed traffic calming measures like the speed humps, rumble strips, small
              roundabouts, etc.
         m) Entry / Exit only through Slip Lanes with proper Acceleration and Deceleration Lanes.
             Table 1. Key Elements of Safe Road Infrastructure Design
Design/
                                                                          Principle
Planning          Undesirable                      Desirable
                                                                           applied
Element
                                                                        Major arterials
                                                                        and
                                                                        expressways
                                                                        should bypass
                                                                        major towns
                                                                        which should
Alignment                                                               be connected
Selection                                                               by spurs.
and Land
Use                                                                     There should
                                                                        be clear zones
                                                                        identified for
                                                                        linear land use
                                                                        control
                                                                        Consistency
                                                                        of horizontal
                                                                        geometry
                                                                        avoiding
Horizontal
                                                                        monotonous
Geometry
                                                                        straight lines
                                                                        or abrupt
                                                                        change of
                                                                        speed.
                                                                        Adequate off-
                                                                        set distance
Horizontal
                                                                        from natural
Geometry
                                                                        road side
                                                                        features.
                                                                        Undivided
                                                                        Carriageways
                                                                        designed for
Vertical                                                                desirable
Geometry                                                                Overtaking
                                                                        Sight Distance
                                                                        (OSD)
                                                                        Wider lane
Cross-                                                                  widths and
sectional                                                               shoulders for
Elements                                                                high speed
                                                                        roads
Design/
                                          Principle
Planning      Undesirable   Desirable
                                           applied
Element
Cross-                                  Inside
sectional                               widening for
Elements                                sharp curves
                                        Wider
                                        depressed
                                        median for
Cross-
                                        high speed
sectional
                                        roads to
Elements
                                        prevent glare
                                        and jumping
                                        of vehicles
                                        Recoverable
Cross-
                                        slopes for out
sectional
                                        of control
Elements
                                        vehicles
                                        Separate slow
                                        moving non –
Cross-                                  motorized
sectional                               traffic (cycles,
Elements                                rickshaws, etc.)
                                        from fast
                                        moving traffic
                                        Entry Exit
                                        only through
                                        slip lanes with
                                        proper
Entry/ Exit
                                        acceleration
                                        and
                                        deceleration
                                        lanes
                                        Separate Lay
                                        bye for buses
                                        and taxis to
Passenger
                                        facilitate
Transit
                                        segregation
                                        and improve
                                        visibility
Design/
                                            Principle
Planning        Undesirable   Desirable
                                             applied
Element
                                          Channelizatio
                                          n, provision of
Junction                                  stacking lanes,
Design                                    adequate
                                          turning radii
                                          Provision of
Pedestrian
                                          raised footpath
Facilities in
                                          for pedestrians
Urban
                                          in Urban Areas
Areas
                                          Footpath
                                          merging in a
Facilities                                slope with a
for                                       cross street,
differently                               bus bays
abled                                     flushed with
                                          foot boards
                                          etc.
                                          Barriers
                                          should be
                                          designed to
Barriers
                                          deflect the
                                          vehicle and
                                          not crash it.
                                          The road
                                          signs should
Road                                      be
Signs                                     standardized
                                          throughout
                                          the country
 Design/
                                                                                                    Principle
 Planning                       Undesirable                            Desirable
                                                                                                     applied
 Element
                                                                                                  Properly
                                                                                                  designed
                                                                                                  traffic calming
 Traffic                                                                                          devices like
 Calming                                                                                          speed humps,
                                                                                                  rumble strips,
                                                                                                  small
                                   Non-standard Hump                         Standard Hump
                                                                                                  roundabouts
    III.        EXAMPLES OF GOOD PRACTICES IN SAFE ROAD INFRASTRUCTURE DESIGN
        Around the world, there are many examples of good practices in Safe Road Infrastructure Design.
Some of these are elaborated below and illustrated in Figure 3.
           a)    Mild Slope Treatment (Forgiving Road Side Treatment) to absorb impacts of vehicle
                 turnover
           b)    Recovery Zone (Hard Shoulder) to allow Safe Recovery
           c)    Road Side Feature (Protected with guardrails)
           d)    Recoverable Fill Slope (for adequate protection)
           e)    Rock face Cutting (Shielded with safety barrier)
           f)    Roundabout (At grade with Non-Motorized Mode of Segregation)
           g) Grade separation at busy intersection (with segregated passage for pedestrians and local traffic)
           h)    Depressed Median (Prevent run-off accidents)
           i)    Speed Camera/Radar Photo (Speed control)
           j)    Speed Limit on the Asphalt (to limit the speed)
           k)    Speed Calming Measures (to limit the speed)
           l)    Adequate Design for Non-Motorized Traffic
           m) Adequate Refuge for Pedestrians
                Figure 3: Examples of Good Practices of Safe Road Infrastructure Design
                Forgiving Road Side Treatment                         Recovery Zone (Hard Shoulder)
                Recoverable Fill Slope                         Rock Face Cutting (Shielded with
                                                                              Safety Barrier)
                   Roundabout                                 Speed Humps: Speed Calming Measures
        (At Grade with Non-Motorized Mode
                   Segregation)
       Grade Separation at Bust Intersection                    Speed Camera/Radar (Speed Control)
                                         IV.     CONCLUSIONS
        The road fatality trajectory is going up alarmingly around the world. Following the example of
developed countries, where road fatalities through infrastructure safety and other educational and enforcement
programs have drastically reduced the number of accidents, developing countries need to put in place a good
regime of Safe Road Infrastructure Design to improve road safety scenario and reduce road casualties/fatalities.
         Immediate implementation of successful road safety models in some regional countries may also
require institutional reforms/change in legislation. However, safety engineering can be carried out without any
structural change in existing implementation framework. To improve infrastructure safety, the major steps which
need to be implemented are:
        1.   Road Agencies to adopt road safety audit in all stages of road development and to make them
             mandatory.
        2.   Training and Capacity Building to enhance Safety Engineering Expertise.
3.   Revise Codes and Manuals for improved vehicle technology and prevailing road user
     behavior.
4.   Initiate Peer–to-Peer Program at National Level and establish Center of Excellence and Road
     Safety Auditor’s Accreditation system.