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Traffic Signals 
1
Design of Traffic Signal 
at Bahalgarh Chowk 
2
Satellite view of Bahalgarh: 
3
OVERVIEW: 
• Traffic signals are controlled devices 
which could alternatively direct the 
traffic to stop and proceed at 
intersection using red and green 
traffic light signals automatically. 
• The main requirements of traffic 
signals are to draw attention, provide 
meaning and time to respond and to 
have minimum waste of time. 
4
Traffic Signals – Why? 
Reduce delay 
Improve safety 
Help low volume roads 
Orderly flow of traffic 
Reduce the frequency of 
accidents
• Conflicting traffic movements, make roadway 
intersections unsafe for vehicles and pedestrians 
• Intersections are a major source of crashes and 
vehicle delay (as vehicles yield to avoid conflicts 
with other vehicles). 
6
• Most roadway intersections are not signalized 
due to low traffic volumes and adequate sight 
distances. 
• At some point, traffic volumes and crash 
frequency/severity (and other factors) reach a 
level that warrant the installation of traffic signals. 
7
Traffic Signals : Advantages 
8 
• Ensures orderly movement of traffic in all 
directions 
• Provisions for the progressive flow of traffic in a 
signal-system corridor 
• Provisions for side-street vehicles to enter the 
traffic stream 
• Provisions for pedestrians to cross the street 
safely 
• Potential reduction of accidents, conflicts 
ensuring safety 
• Possible improvements in capacity, and 
• Possible reductions in delay
Traffic Signals : Disadvantages 
9 
• Large stop time delay 
• Complex signal design problems 
The possible effects of a poorly-timed traffic signal : 
– increase in vehicle delay, 
– increase vehicle crashes (particularly rear-end 
crashes) 
– disruption to traffic progression
TYPES OF TRAFFIC SIGNAL: 
• Traffic control signals 
1) Fixed-time signal 
2) Manually operated signal 
3) Automatic signal 
• Pedestrian signal 
• Special traffic signal 
10
11 
METHODOLOGY 
 Requirement of traffic signal 
 Warrants for traffic control signal installation 
recommended by IRC 
 Analysis of traffic volume 
 Design of traffic signal by following methods: 
 Approximate method 
 IRC method 
 Check by webster’s method
12 
Analysis of Traffic Volume: 
130 
144 
53 
187 
112 
60 
367 
660 
104 
67 
860 
130 
4:00-4:30
13 
166 
174 
76 
247 
148 
80 
292 
786 
108 
50 
775 
145 
4:30-5:00
14 
188 
196 
71 
202 
146 
76 
334 
834 
101 
72 
883 
165 
5:00-5:30
15 
179 
182 
67 
191 
157 
59 
94 
351 
842 
77 
852 
148 
5:30-6:00
16 
6:00-6:30 
152 
165 
69 
173 
146 
64 
352 
841 
107 
56 
827 
180
17 
153 
201 
70 
177 
148 
60 
80 
357 
847 
49 
811 
147 
6:30-7:00
18 
160 
201 
68 
211 
166 
88 
304 
767 
119 
77 
753 
171 
2:00-2:30
19 
146 
149 
61 
186 
119 
66 
97 
303 
731 
53 
790 
108 
2:30-3:00
Thank You 
20

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Traffic signals by Aman Rdr

  • 2. Design of Traffic Signal at Bahalgarh Chowk 2
  • 3. Satellite view of Bahalgarh: 3
  • 4. OVERVIEW: • Traffic signals are controlled devices which could alternatively direct the traffic to stop and proceed at intersection using red and green traffic light signals automatically. • The main requirements of traffic signals are to draw attention, provide meaning and time to respond and to have minimum waste of time. 4
  • 5. Traffic Signals – Why? Reduce delay Improve safety Help low volume roads Orderly flow of traffic Reduce the frequency of accidents
  • 6. • Conflicting traffic movements, make roadway intersections unsafe for vehicles and pedestrians • Intersections are a major source of crashes and vehicle delay (as vehicles yield to avoid conflicts with other vehicles). 6
  • 7. • Most roadway intersections are not signalized due to low traffic volumes and adequate sight distances. • At some point, traffic volumes and crash frequency/severity (and other factors) reach a level that warrant the installation of traffic signals. 7
  • 8. Traffic Signals : Advantages 8 • Ensures orderly movement of traffic in all directions • Provisions for the progressive flow of traffic in a signal-system corridor • Provisions for side-street vehicles to enter the traffic stream • Provisions for pedestrians to cross the street safely • Potential reduction of accidents, conflicts ensuring safety • Possible improvements in capacity, and • Possible reductions in delay
  • 9. Traffic Signals : Disadvantages 9 • Large stop time delay • Complex signal design problems The possible effects of a poorly-timed traffic signal : – increase in vehicle delay, – increase vehicle crashes (particularly rear-end crashes) – disruption to traffic progression
  • 10. TYPES OF TRAFFIC SIGNAL: • Traffic control signals 1) Fixed-time signal 2) Manually operated signal 3) Automatic signal • Pedestrian signal • Special traffic signal 10
  • 11. 11 METHODOLOGY  Requirement of traffic signal  Warrants for traffic control signal installation recommended by IRC  Analysis of traffic volume  Design of traffic signal by following methods:  Approximate method  IRC method  Check by webster’s method
  • 12. 12 Analysis of Traffic Volume: 130 144 53 187 112 60 367 660 104 67 860 130 4:00-4:30
  • 13. 13 166 174 76 247 148 80 292 786 108 50 775 145 4:30-5:00
  • 14. 14 188 196 71 202 146 76 334 834 101 72 883 165 5:00-5:30
  • 15. 15 179 182 67 191 157 59 94 351 842 77 852 148 5:30-6:00
  • 16. 16 6:00-6:30 152 165 69 173 146 64 352 841 107 56 827 180
  • 17. 17 153 201 70 177 148 60 80 357 847 49 811 147 6:30-7:00
  • 18. 18 160 201 68 211 166 88 304 767 119 77 753 171 2:00-2:30
  • 19. 19 146 149 61 186 119 66 97 303 731 53 790 108 2:30-3:00