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International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 06 Issue: 04 | Apr 2019 www.irjet.net p-ISSN: 2395-0072
© 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 430
STUDY OF GEOMETRIC FEATURES OF ROAD AND ACCIDENT RATE
Sagar B. Patil1, Saniya Attar2, Divya Dugani3, Tejaswi Desai4, Simran Mahabri5
1Professor, Dept. of Civil Engineering, Sanjay Ghodawat Group of Institutions, Atigre, Maharshtra, India
2,3,4,5Student, Dept. of Civil Engineering, Sanjay Ghodawat Group of Institutions, Atigre, Maharshtra, India
---------------------------------------------------------------------***----------------------------------------------------------------------
Abstract – The objective of the study of geometric features
of road and accident rate wants to find various geometric
features of road using post- & pre- analysisapproach. Itaffects
geometric features and accident rate. The study is based on
traffic volume. Major accidents occurred due to speed,
horizontal radius, lack of visibility, super elevation, steep
gradient, vertical gradient. A total of 18749 vehicles from
8.00am to 8.00pm on Waghbil road were collected (combined
vehicles), for analysis approach. The analysis shows ratio of
vehicle count for every 15 mins interval. Manual calculation
was the purpose for this investigation. Road & human safety
are the major consideration of the project, basic methodology
for better understanding. Studying, analysing and
determining is the basic approach of this project.
Keywords: traffic volume, visibility, super elevation,
gradient, horizontal radius.
INTRODUCTION
Basic means of transportation is roadway. It is easily
accessible. Accident rates are increasing as population is
increasing. There is lack of safety and accident are caused
due to human errors and quality/geometry of road, as road
factor plays important role in the study. Chances of accident
are less where precautions taken are more.
There are various black spots in which probable accidents
are occurred .the basic reason to studythegeometricfeature
of road is to minimize the accident rate.the factors which
cause the accidents are super elevation, horizontal radius,
horizontal alignment, visibility, gradient and speed limits.
While studying this various factors of road in this country
the problem could be put forth and by studying every detail
one can understand that what type of accidentsareoccurred
to what kind of road
1.1 Objectives
In present work study of traffic volume and provision of
safe geometric features plays important for prevention of
accident rate. This study deals with achieving following
objectives.
1. To study the various geometric factors of road.
2. To study the role of the geometric factors of road on
accident rate.
3. To determine accident rate.
4. To determine safe geometric factors of a road to
minimize the accident rate.
Geometric features
Horizontal Radius-
The radius is found out from the alignment of the road at the
location, the tangents are drawn from centreline of the road
and the radius with the tangent is found out .this gives the
radius and is measured in meters.
Visibility-
Visibility or a sight distance is obtained directly from the
software along the road for 10m intervals.it is the distance
up to which the driver can safely view the road without any
obstacles or it is the distance available to stop the vehicle
before crashing into the obstacle on the road.
Super elevation-
It is the banking provided on roads to resist the
centripetal force on the vehicles while travelling along the
curves.
Gradient-
Gradient is the rate of rise or fall along the length of the
road w.r.t horizontal.it is expressed as 1 in n.(1 in vertical
unit to n horizontal unit)
Terrain-
Depending on slope of the land terrain is classified as
follows.
Terrain classification Slope of location (%)
Plain Less than 10
rolling 10-25
mountainous 25-60
steep Greater than 60
2. Analysis and Discussion
Collection of data - we have selected a four different sites
considering our required geometricfeaturesandthesitesare
–Waghbil,Borpadle,Joitba.,amongstwhichdetaildescription
if Waghbil siteis discussed .the collection of data foraccident
rate of past three years is collected from respective police
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 06 Issue: 04 | Apr 2019 www.irjet.net p-ISSN: 2395-0072
© 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 431
station. Study of trafficvolumeondailybasishasbeencarried
out of weekends as wellas week day at an interval of 15mins
from 8.am to 8.pm.Heavy traffic is observed in peak hours in
morning as well as in evening and low traffic at afternoon
.Analysis is done on sheet of traffic volume count survey
.provision of speed limit sign.
Fig 1: Site waghbil ( Kolhapur ratnagiri highway)
Average Daily Traffic PCU
DAY TOTAL TOTAL
Weekday 16317 15919
Weekend 18743 15417
Total 35066 26998.9
Average 17533 13499.45
Years ADT vehicle/day CSA, msa
2019 20155 25
2020 21666 55
2021 23291 93
2022 25038 138
2023 26916 195
2024 28935 261
2025 31105 342
2026 33438 438
2027 35946 553
2028 38642 689
Max along Traffic Total
8 to 9 1341
9 to 10 1225
10 to 11 1389
11 to 12 1635
12 to 1 1499
1 to 2 1652
2 to 3 1745
3 to 4 1722
4 to 5 1644
5 to 6 1785
6 to 7 1652
7 to 8 1288
total 18749
Preventive measures for Waghbil road : For this road traffic
is high. In order to reduce traffic speed limit signs and
diverging signs should be provided. To reduce accident and
safe drive, road studs should be provided at the curves.
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 06 Issue: 04 | Apr 2019 www.irjet.net p-ISSN: 2395-0072
© 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 432
Fig -2 :Preventive measures for Waghbil
3. CONCLUSIONS
In this study, we have studied site of Waghbil for the
geometric features of the road as super elevation,horizontal
radius, horizontal alignment, visibility,gradientandanalysis
is done.
Hence, we can conclude that provision of bypass, speedlimit
signs, diverging signs and road studsshouldbemadefor safe
driving to reduce accident rate.
REFERENCES
1) R. Archilla and J. Morrall, “Traffic characteristics on
two-lane highway downgrades,” Transporation
Research Part A: Policy and Practice, vol. 30, no. 2,
pp. 119-133, 1996.
2) C. M. Morris and E. T. Donnell, “passenger car and
truck operating speedmodelsonmultilanehighway
with combinations of horizontal curves and steep
grades,” Journal of Transpotation Engineering, vil.
140, no. 11, Article ID 04014058, 2014.
3) S. Labi, Effects Of Geometric CharacteristicsofRural
Two-Lane Roads on Safety,
Technical Report FHWA/IN/JTRP-2005/2, Joint
Transportation Research Program,W. Lafayette,
IN,USA, 2006.
4) K. Bauer and D. Harwood, “Safrty effects of
horizontal curve and grade combinations on rural
two-lane highway,” Transportation Research
Record, vol. 2398, pp. 37-49, 2013
5) S. Labi, “Efficacies of roadwaysafetyimprovements
across functional subclasses of rural two-lane
highways,” Journal of Safety Research, vol. 42, no.4,
pp. 231–239, 2011.
6) Y. Hassan and S. M. Easa, “Effect of vertical
alignment on driveperceptionofhorizontal curves,”
Journal of Transportation Engineering, vol. 129, no.
4, pp. 399-407, 2003.
7) “Geometric Design Standards for Rural (Non-
Urban) Highways,” IRC: 73-1980, The Indian Road
Congress, New Delhi, 1980.
8) Y. Hassan, “Improved design of vertical curves with
sight distance profiles,” Transportation
Research Record, no. 1851, pp. 13-24, 2003.
9) Milton et al. “The relationship between geometric
factors of highway and accident rate.” 1998.

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IRJET- Study of Geometric Features of Road and Accident Rate

  • 1. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 04 | Apr 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 430 STUDY OF GEOMETRIC FEATURES OF ROAD AND ACCIDENT RATE Sagar B. Patil1, Saniya Attar2, Divya Dugani3, Tejaswi Desai4, Simran Mahabri5 1Professor, Dept. of Civil Engineering, Sanjay Ghodawat Group of Institutions, Atigre, Maharshtra, India 2,3,4,5Student, Dept. of Civil Engineering, Sanjay Ghodawat Group of Institutions, Atigre, Maharshtra, India ---------------------------------------------------------------------***---------------------------------------------------------------------- Abstract – The objective of the study of geometric features of road and accident rate wants to find various geometric features of road using post- & pre- analysisapproach. Itaffects geometric features and accident rate. The study is based on traffic volume. Major accidents occurred due to speed, horizontal radius, lack of visibility, super elevation, steep gradient, vertical gradient. A total of 18749 vehicles from 8.00am to 8.00pm on Waghbil road were collected (combined vehicles), for analysis approach. The analysis shows ratio of vehicle count for every 15 mins interval. Manual calculation was the purpose for this investigation. Road & human safety are the major consideration of the project, basic methodology for better understanding. Studying, analysing and determining is the basic approach of this project. Keywords: traffic volume, visibility, super elevation, gradient, horizontal radius. INTRODUCTION Basic means of transportation is roadway. It is easily accessible. Accident rates are increasing as population is increasing. There is lack of safety and accident are caused due to human errors and quality/geometry of road, as road factor plays important role in the study. Chances of accident are less where precautions taken are more. There are various black spots in which probable accidents are occurred .the basic reason to studythegeometricfeature of road is to minimize the accident rate.the factors which cause the accidents are super elevation, horizontal radius, horizontal alignment, visibility, gradient and speed limits. While studying this various factors of road in this country the problem could be put forth and by studying every detail one can understand that what type of accidentsareoccurred to what kind of road 1.1 Objectives In present work study of traffic volume and provision of safe geometric features plays important for prevention of accident rate. This study deals with achieving following objectives. 1. To study the various geometric factors of road. 2. To study the role of the geometric factors of road on accident rate. 3. To determine accident rate. 4. To determine safe geometric factors of a road to minimize the accident rate. Geometric features Horizontal Radius- The radius is found out from the alignment of the road at the location, the tangents are drawn from centreline of the road and the radius with the tangent is found out .this gives the radius and is measured in meters. Visibility- Visibility or a sight distance is obtained directly from the software along the road for 10m intervals.it is the distance up to which the driver can safely view the road without any obstacles or it is the distance available to stop the vehicle before crashing into the obstacle on the road. Super elevation- It is the banking provided on roads to resist the centripetal force on the vehicles while travelling along the curves. Gradient- Gradient is the rate of rise or fall along the length of the road w.r.t horizontal.it is expressed as 1 in n.(1 in vertical unit to n horizontal unit) Terrain- Depending on slope of the land terrain is classified as follows. Terrain classification Slope of location (%) Plain Less than 10 rolling 10-25 mountainous 25-60 steep Greater than 60 2. Analysis and Discussion Collection of data - we have selected a four different sites considering our required geometricfeaturesandthesitesare –Waghbil,Borpadle,Joitba.,amongstwhichdetaildescription if Waghbil siteis discussed .the collection of data foraccident rate of past three years is collected from respective police
  • 2. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 04 | Apr 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 431 station. Study of trafficvolumeondailybasishasbeencarried out of weekends as wellas week day at an interval of 15mins from 8.am to 8.pm.Heavy traffic is observed in peak hours in morning as well as in evening and low traffic at afternoon .Analysis is done on sheet of traffic volume count survey .provision of speed limit sign. Fig 1: Site waghbil ( Kolhapur ratnagiri highway) Average Daily Traffic PCU DAY TOTAL TOTAL Weekday 16317 15919 Weekend 18743 15417 Total 35066 26998.9 Average 17533 13499.45 Years ADT vehicle/day CSA, msa 2019 20155 25 2020 21666 55 2021 23291 93 2022 25038 138 2023 26916 195 2024 28935 261 2025 31105 342 2026 33438 438 2027 35946 553 2028 38642 689 Max along Traffic Total 8 to 9 1341 9 to 10 1225 10 to 11 1389 11 to 12 1635 12 to 1 1499 1 to 2 1652 2 to 3 1745 3 to 4 1722 4 to 5 1644 5 to 6 1785 6 to 7 1652 7 to 8 1288 total 18749 Preventive measures for Waghbil road : For this road traffic is high. In order to reduce traffic speed limit signs and diverging signs should be provided. To reduce accident and safe drive, road studs should be provided at the curves.
  • 3. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 04 | Apr 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 432 Fig -2 :Preventive measures for Waghbil 3. CONCLUSIONS In this study, we have studied site of Waghbil for the geometric features of the road as super elevation,horizontal radius, horizontal alignment, visibility,gradientandanalysis is done. Hence, we can conclude that provision of bypass, speedlimit signs, diverging signs and road studsshouldbemadefor safe driving to reduce accident rate. REFERENCES 1) R. Archilla and J. Morrall, “Traffic characteristics on two-lane highway downgrades,” Transporation Research Part A: Policy and Practice, vol. 30, no. 2, pp. 119-133, 1996. 2) C. M. Morris and E. T. Donnell, “passenger car and truck operating speedmodelsonmultilanehighway with combinations of horizontal curves and steep grades,” Journal of Transpotation Engineering, vil. 140, no. 11, Article ID 04014058, 2014. 3) S. Labi, Effects Of Geometric CharacteristicsofRural Two-Lane Roads on Safety, Technical Report FHWA/IN/JTRP-2005/2, Joint Transportation Research Program,W. Lafayette, IN,USA, 2006. 4) K. Bauer and D. Harwood, “Safrty effects of horizontal curve and grade combinations on rural two-lane highway,” Transportation Research Record, vol. 2398, pp. 37-49, 2013 5) S. Labi, “Efficacies of roadwaysafetyimprovements across functional subclasses of rural two-lane highways,” Journal of Safety Research, vol. 42, no.4, pp. 231–239, 2011. 6) Y. Hassan and S. M. Easa, “Effect of vertical alignment on driveperceptionofhorizontal curves,” Journal of Transportation Engineering, vol. 129, no. 4, pp. 399-407, 2003. 7) “Geometric Design Standards for Rural (Non- Urban) Highways,” IRC: 73-1980, The Indian Road Congress, New Delhi, 1980. 8) Y. Hassan, “Improved design of vertical curves with sight distance profiles,” Transportation Research Record, no. 1851, pp. 13-24, 2003. 9) Milton et al. “The relationship between geometric factors of highway and accident rate.” 1998.