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International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 09 Issue: 07 | July 2022 www.irjet.net p-ISSN: 2395-0072
© 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 478
- A Study of Speed Breakers in Pune Municipal Corporation Area:
Case Study
Prajval Garud, Abhishek Shinde, Onkar Gadadare, Pradip Bargaje, Prof.S.B.kadam
Student, Dept. of Civil Engineering, PVPIT Engineering College, Pune, India.
Professor, Dept. of Civil Engineering, PVPIT Engineering College, Pune, India.
--------------------------------------------------------------------***---------------------------------------------------------------------
ABSTRACT
Most of the speed breakers are not design or constructed
according to the IRC, under the area of Pune municipal
corporation or other districts. the major reason behind the
accident is this. And that’s why people are discomforted feel
when they are travelling. one of the most careless things is
there is no proper navigation on that particular speed
breakers before 40 m, and no proper colouring is there.
This above review helping our project to
constructed a speed breakers and any reconstruction of any
speed breakers according to the IRC standard code.
Keywords- (Speed breakers, Design and types of speed
brakers, Heath impact, vehicle impact.)
INTRODUCTION
Analysis of various accident shows that the main causes of
accident are driving under influence of alcohol andnarcotics
and violation of traffic rule but another a major reason of
accident is improper design or construction of speed
breakers.
According to the Pune municipal corporation record
there are 4459 people are death in last three to four years
due to improper construction of speed breakers and road.
The ineffectiveness of Pune municipal corporation speed
breakers committed three years after is inspection shows
the civic body in difference towardthecommute’ssafety. but
are not find proper result behind that. ourmainconcernedis
analysis of speed breakers in specific area of PMC. which are
constructed as per IRC :99-1988. Many times, the speed
breakers are constructed according to the IRC. but after
some time, there is changes is shows like height and width
etc. those changes are reconstructed but not using a proper
equipment and standard size as per IRC.
SOME DIFFERENT TYPE OF SPEED BREAKERS AND
STANDAED DIMENSION AS PER IRC STANDARD 99-
1988
 SPEED BUMP-
 Speed hump are generally used in private
roads and private lots. Speed bump are not
used in public road way.
 Speed bump are rounded in shape.
 Speed bump are generally used to reduce a
speed of verticals up to 5 miles/hr.
 SIZE OF SPEED BUMP-
 Height -7 cm to 15 cm
 Width -30 CM
Fig no 1. Speed Bump.
SPEED HUMP
Speed hump are circular or parabolic shape.
Speed hump reduced speed up to 15-20 miles/hr. it is
most effective type of speed calming device.
SIZE OF SPEED HUMPS –
Height of speed hump-10cm
Width of speed hump- 37cm
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 09 Issue: 07 | July 2022 www.irjet.net p-ISSN: 2395-0072
© 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 479
Fig no 2. Speed Hump.
SPEED CUSHION-
A speed cushion is a short, raised, rounded device, normally
in the centre of a road lane. speed cushion is designed
slightly wider than car, so car drivers need to show down
and drive over the centre of the speed cushion to reduce
discomfort.
SIZE OF SPEED CUSHION –
Width of speed cushion – 150cm to 210 cm
Length of speed cushion – 170 cm to 475 cm
Height of speed cushion – 6 cm to 10cm
Fig No 3. Speed Cushion.
SPEED TABLE
 Speed table are mid-block traffic clamming
devices that raise the entire wheelbase of a
vehicle to reduced its traffic speed
 Speed table are longer than speed humps it is also
used to divert the traffic towards the other non-
traffic route.
SIZE OF SPEED TABLE-
Height of speed table – 7 cm to 10 cm
Width of speed table – 670 cm to 731 cm
Fig no 4. Speed Table.
ADVANTAGES OF SPEED BREAKERS –
1) Prevent over speeding, thus minimising accidenttoan
extent.
2) Gives a chance for pedestrians to cross the road.
3) At crossroads, speed breakers are made a to allow
vehicle on other roads to move straight.
DISADVANTAGES OF SPEED BREAKERS –
1) Every vehicle is supported to break their speed to
cross the speed breakers safely. this is a major
disadvantage for emergency vehicles like
ambulance, fire brigades etc.
2) If the speed breakers are not painted then it might
not paint then it might not be visible in night, at
running over it blindly may injure the motorists.
3) Slows emergencies vehicles.
4) Vehicular damage are major disadvantagesofspeed
breakers.
DATA COLLECTION AND ANALYSIS-
“SUMMARY”
Solvingthe problemondependingthespeed
breakers first we have to done get the permission of Pune
municipal corporation office. that’s why our team had been
got this permission to conducting the survey from Pune
municipal corporation office.
Then we have selected the different
location where accident is happened regularly, then we
collect all the data and calculate the all the error regarding
the accident and public safety Purposed. All the data and its
solution send to Pune municipal corporation office and this
definitely used in future project.
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 09 Issue: 07 | July 2022 www.irjet.net p-ISSN: 2395-0072
© 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 480
RESULT AND DISCUSSION-
 Survey was done on 22 km path.
 Observation was taken for type, size, dimension and
other properties of speed breakers.
 It is notice that almost 85 % of the speed breakers
are not design according to speculation is given as
per IRC :99-1988.
 Height greater than 10 cm, there are 55 % are speed
breakers are found.
 Height less than 10 cm, there are 30 % are speed
breakers are found.
 % of sign board before 40 M is 13 %.
 Only 15 % of speed breakers are constructed as per
IRC code.
 Most of the speed breakers are not painted, 75%
speed breakers are painted.
REMEDIAL MEASURE ASSOCIATED WITH SPEED
BREAKERS –
 Mainly speed breakers are constructed are per IRC
:99-1988. it should be provided with proper road
marking and proper signage should be properly
located and maintained.
 Providing lifting barriers lifting barriers should be
provided in preference togatestoquicklyclearroad
traffic.
 The speed breakers that have properly designed
profile causes a reduction in the discomfort. this
encourages the road users to reduce their speed
approached of speed breakers.
HUMAN IMPACT ASSOCIATED WITH SPEED BREAKERS
–
 Back pain is the major impact when crossing
the speed breakers.
 Stomach problem.
 Neck problem are majorly found in old
people.
 Leg and knee problems.
VEHICLE IMPACT ASSOCIATED WITH SPEED
BREAKERS –
 Tyres impact.
 Shopkeeper problem.
 Impact all vehicle when crossing the speed
breakers.
CONCLUSIONS –
Many time’s reconstruction of speed breakers in
not a proper manner and that’s why speed breakers are
irregular in size and people are discomfort feel when they
are travelling on the road. our conclusion is that
reconstruction of speed breakers as per IRC.
From result of data analysis, the main
causes of accident are,
1) Over speeding
2) Not giving priority for pedestrian
3) Not giving priority for vehicles
4) Driving too close
5) Not keeping right side
6) Poor pedestrian and driver behaviour
However, the above factors are not the sole causes of traffic
accident, by nature trafficaccidentresultfroma combination
of factors.
The main causes of accident like-
 The road side environment.
 Lane width with no proper dimension and navigation.
 Road surface.
 Road infrastructure.
 Vehicle condition.
ACKNOWLEDGMENT-
We wish to express our deep sense of gratitude
towards our guide Prof.S.B.Kadam sir(Civil Engineering
Department) for giving me an opportunity to work on this
topic. They have always encourage with new ideas & helped
to develop interest in this field. There valuable inputs,
precise guidance, unremitting encouragement & vigilant
supervision were instrumental in carrying out this topic. we
would also like to thank Dr. C. M. Sedani (Principal, PVPIT),
Dr. R. R. Sorate (H.O.D. Civil EngineeringDepartment,PVPIT)
& all Civil Engineering faculties for their kind advice &
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 09 Issue: 07 | July 2022 www.irjet.net p-ISSN: 2395-0072
© 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 481
support. we also thankful to my parents for their moral
support, motivation & encouragement. Thank you.
REFEREENCES –
[1] Mitul Patel, Prof. (Dr.) P. J. Gundaliya , A study on Speed
Breakers, International Journal of Advance Engineeringand
Research Development Volume 4, Issue 3,March-2017
[2] Prof. Frances Edwards, Ph.D., Do Speed Humps Help
Reduce Vehicular Speeds, Volumes, and Motorist Accidents?
by Tanisha Werner, P.E.
[3] Sayed Shwalya, Amal AL-Ayaatb, Mohamed Hamed
Zakaria, Public Evaluation of SpeedHumpsPerformanceand
Effectiveness, Civil Engineering Journal Vol. 4, No. 6, June,
201
[4] Chandrasekar Parsuvanathan, Use of Portable Speed
Humps Near Schools for an Obstruction-Free Traffic Flow
during Holidays , Civil and Environmental Research ISSN
2224-5790 (Paper) ISSN 2225-0514 Vol.8, No.1, 2016
[5] VSKP Varmaa , Adarsh Sa, K I Ramachandran , Binoy B
Naira, Real Time Detection of Speed Hump/Bump and
distance estimation with deep learning using GPU and ZED
Stereo Camera, 8th International ConferenceonAdvancesin
Computing and Communication (ICACC-2018).
[6] 90% speed bumps in twin townsfloutroadnorms:Study,
By Vicky Pathare, Pune Mirror | Jul 20, 2019
BIOGRAPHIES
Prajval Ramdas Garud,
(Final Year Student, Dept. of Civil
Engineering, PVPIT Engineering
College, Pune, India.)
Abhishek Balasaheb Shinde
(Final Year Student, Dept. of Civil
Engineering, PVPIT Engineering
College, Pune, India.)
Onkar Pandurang Gadadare
(Final Year Student, Dept. of Civil
Engineering, PVPIT Engineering
College, Pune, India.)
Pradip Ashok Bargaje
(Final Year Student, Dept. of Civil
Engineering, PVPIT Engineering
College, Pune, India.)
Prof.S.B.Kadam.
(Professor, Dept. of Civil Engineering)
2nd
Author
Photo
4th
Author
Photo
1’st A
uthor
Photo
2nd
Author
Photo

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A Study of Speed Breakers in Pune Municipal Corporation Area: Case Study

  • 1. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 09 Issue: 07 | July 2022 www.irjet.net p-ISSN: 2395-0072 © 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 478 - A Study of Speed Breakers in Pune Municipal Corporation Area: Case Study Prajval Garud, Abhishek Shinde, Onkar Gadadare, Pradip Bargaje, Prof.S.B.kadam Student, Dept. of Civil Engineering, PVPIT Engineering College, Pune, India. Professor, Dept. of Civil Engineering, PVPIT Engineering College, Pune, India. --------------------------------------------------------------------***--------------------------------------------------------------------- ABSTRACT Most of the speed breakers are not design or constructed according to the IRC, under the area of Pune municipal corporation or other districts. the major reason behind the accident is this. And that’s why people are discomforted feel when they are travelling. one of the most careless things is there is no proper navigation on that particular speed breakers before 40 m, and no proper colouring is there. This above review helping our project to constructed a speed breakers and any reconstruction of any speed breakers according to the IRC standard code. Keywords- (Speed breakers, Design and types of speed brakers, Heath impact, vehicle impact.) INTRODUCTION Analysis of various accident shows that the main causes of accident are driving under influence of alcohol andnarcotics and violation of traffic rule but another a major reason of accident is improper design or construction of speed breakers. According to the Pune municipal corporation record there are 4459 people are death in last three to four years due to improper construction of speed breakers and road. The ineffectiveness of Pune municipal corporation speed breakers committed three years after is inspection shows the civic body in difference towardthecommute’ssafety. but are not find proper result behind that. ourmainconcernedis analysis of speed breakers in specific area of PMC. which are constructed as per IRC :99-1988. Many times, the speed breakers are constructed according to the IRC. but after some time, there is changes is shows like height and width etc. those changes are reconstructed but not using a proper equipment and standard size as per IRC. SOME DIFFERENT TYPE OF SPEED BREAKERS AND STANDAED DIMENSION AS PER IRC STANDARD 99- 1988  SPEED BUMP-  Speed hump are generally used in private roads and private lots. Speed bump are not used in public road way.  Speed bump are rounded in shape.  Speed bump are generally used to reduce a speed of verticals up to 5 miles/hr.  SIZE OF SPEED BUMP-  Height -7 cm to 15 cm  Width -30 CM Fig no 1. Speed Bump. SPEED HUMP Speed hump are circular or parabolic shape. Speed hump reduced speed up to 15-20 miles/hr. it is most effective type of speed calming device. SIZE OF SPEED HUMPS – Height of speed hump-10cm Width of speed hump- 37cm
  • 2. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 09 Issue: 07 | July 2022 www.irjet.net p-ISSN: 2395-0072 © 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 479 Fig no 2. Speed Hump. SPEED CUSHION- A speed cushion is a short, raised, rounded device, normally in the centre of a road lane. speed cushion is designed slightly wider than car, so car drivers need to show down and drive over the centre of the speed cushion to reduce discomfort. SIZE OF SPEED CUSHION – Width of speed cushion – 150cm to 210 cm Length of speed cushion – 170 cm to 475 cm Height of speed cushion – 6 cm to 10cm Fig No 3. Speed Cushion. SPEED TABLE  Speed table are mid-block traffic clamming devices that raise the entire wheelbase of a vehicle to reduced its traffic speed  Speed table are longer than speed humps it is also used to divert the traffic towards the other non- traffic route. SIZE OF SPEED TABLE- Height of speed table – 7 cm to 10 cm Width of speed table – 670 cm to 731 cm Fig no 4. Speed Table. ADVANTAGES OF SPEED BREAKERS – 1) Prevent over speeding, thus minimising accidenttoan extent. 2) Gives a chance for pedestrians to cross the road. 3) At crossroads, speed breakers are made a to allow vehicle on other roads to move straight. DISADVANTAGES OF SPEED BREAKERS – 1) Every vehicle is supported to break their speed to cross the speed breakers safely. this is a major disadvantage for emergency vehicles like ambulance, fire brigades etc. 2) If the speed breakers are not painted then it might not paint then it might not be visible in night, at running over it blindly may injure the motorists. 3) Slows emergencies vehicles. 4) Vehicular damage are major disadvantagesofspeed breakers. DATA COLLECTION AND ANALYSIS- “SUMMARY” Solvingthe problemondependingthespeed breakers first we have to done get the permission of Pune municipal corporation office. that’s why our team had been got this permission to conducting the survey from Pune municipal corporation office. Then we have selected the different location where accident is happened regularly, then we collect all the data and calculate the all the error regarding the accident and public safety Purposed. All the data and its solution send to Pune municipal corporation office and this definitely used in future project.
  • 3. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 09 Issue: 07 | July 2022 www.irjet.net p-ISSN: 2395-0072 © 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 480 RESULT AND DISCUSSION-  Survey was done on 22 km path.  Observation was taken for type, size, dimension and other properties of speed breakers.  It is notice that almost 85 % of the speed breakers are not design according to speculation is given as per IRC :99-1988.  Height greater than 10 cm, there are 55 % are speed breakers are found.  Height less than 10 cm, there are 30 % are speed breakers are found.  % of sign board before 40 M is 13 %.  Only 15 % of speed breakers are constructed as per IRC code.  Most of the speed breakers are not painted, 75% speed breakers are painted. REMEDIAL MEASURE ASSOCIATED WITH SPEED BREAKERS –  Mainly speed breakers are constructed are per IRC :99-1988. it should be provided with proper road marking and proper signage should be properly located and maintained.  Providing lifting barriers lifting barriers should be provided in preference togatestoquicklyclearroad traffic.  The speed breakers that have properly designed profile causes a reduction in the discomfort. this encourages the road users to reduce their speed approached of speed breakers. HUMAN IMPACT ASSOCIATED WITH SPEED BREAKERS –  Back pain is the major impact when crossing the speed breakers.  Stomach problem.  Neck problem are majorly found in old people.  Leg and knee problems. VEHICLE IMPACT ASSOCIATED WITH SPEED BREAKERS –  Tyres impact.  Shopkeeper problem.  Impact all vehicle when crossing the speed breakers. CONCLUSIONS – Many time’s reconstruction of speed breakers in not a proper manner and that’s why speed breakers are irregular in size and people are discomfort feel when they are travelling on the road. our conclusion is that reconstruction of speed breakers as per IRC. From result of data analysis, the main causes of accident are, 1) Over speeding 2) Not giving priority for pedestrian 3) Not giving priority for vehicles 4) Driving too close 5) Not keeping right side 6) Poor pedestrian and driver behaviour However, the above factors are not the sole causes of traffic accident, by nature trafficaccidentresultfroma combination of factors. The main causes of accident like-  The road side environment.  Lane width with no proper dimension and navigation.  Road surface.  Road infrastructure.  Vehicle condition. ACKNOWLEDGMENT- We wish to express our deep sense of gratitude towards our guide Prof.S.B.Kadam sir(Civil Engineering Department) for giving me an opportunity to work on this topic. They have always encourage with new ideas & helped to develop interest in this field. There valuable inputs, precise guidance, unremitting encouragement & vigilant supervision were instrumental in carrying out this topic. we would also like to thank Dr. C. M. Sedani (Principal, PVPIT), Dr. R. R. Sorate (H.O.D. Civil EngineeringDepartment,PVPIT) & all Civil Engineering faculties for their kind advice &
  • 4. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 09 Issue: 07 | July 2022 www.irjet.net p-ISSN: 2395-0072 © 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 481 support. we also thankful to my parents for their moral support, motivation & encouragement. Thank you. REFEREENCES – [1] Mitul Patel, Prof. (Dr.) P. J. Gundaliya , A study on Speed Breakers, International Journal of Advance Engineeringand Research Development Volume 4, Issue 3,March-2017 [2] Prof. Frances Edwards, Ph.D., Do Speed Humps Help Reduce Vehicular Speeds, Volumes, and Motorist Accidents? by Tanisha Werner, P.E. [3] Sayed Shwalya, Amal AL-Ayaatb, Mohamed Hamed Zakaria, Public Evaluation of SpeedHumpsPerformanceand Effectiveness, Civil Engineering Journal Vol. 4, No. 6, June, 201 [4] Chandrasekar Parsuvanathan, Use of Portable Speed Humps Near Schools for an Obstruction-Free Traffic Flow during Holidays , Civil and Environmental Research ISSN 2224-5790 (Paper) ISSN 2225-0514 Vol.8, No.1, 2016 [5] VSKP Varmaa , Adarsh Sa, K I Ramachandran , Binoy B Naira, Real Time Detection of Speed Hump/Bump and distance estimation with deep learning using GPU and ZED Stereo Camera, 8th International ConferenceonAdvancesin Computing and Communication (ICACC-2018). [6] 90% speed bumps in twin townsfloutroadnorms:Study, By Vicky Pathare, Pune Mirror | Jul 20, 2019 BIOGRAPHIES Prajval Ramdas Garud, (Final Year Student, Dept. of Civil Engineering, PVPIT Engineering College, Pune, India.) Abhishek Balasaheb Shinde (Final Year Student, Dept. of Civil Engineering, PVPIT Engineering College, Pune, India.) Onkar Pandurang Gadadare (Final Year Student, Dept. of Civil Engineering, PVPIT Engineering College, Pune, India.) Pradip Ashok Bargaje (Final Year Student, Dept. of Civil Engineering, PVPIT Engineering College, Pune, India.) Prof.S.B.Kadam. (Professor, Dept. of Civil Engineering) 2nd Author Photo 4th Author Photo 1’st A uthor Photo 2nd Author Photo