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Traffic Analysis and Alternative Solution International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072 Traffic Analysis and Alternative Solution Pavankumar P N1, Vinaykumar S N2, Basavaraj Chandrashekar Reddy3, A Brahma Prakash Sah4 1,2Asst.prof, Dept of Civil Engineering, City Engineering College, Bangalore, Karnataka, India 3,4Student, City Engineering College, Bangalore, Karnataka, India ---------------------------------------------------------------------***--------------------------------------------------------------------- Abstract - Road junctions are designed at place where To conduct the classified volume studies and turning movements. vehicular traffic can move in different direction in a systematic way. The traffic at road junction is controlled To provide best proposal at reduced land and resumed in a systematic way to produce further in their acquisition. respective direction with the help of traffic signals. Study on To arrive with a best proposal to reduce traffic Road junction is a crucial subject and is very important so as congestion, delay and queue length. to propose a suitable road junction design and it involves To provide higher level of service. understanding the nature of traffic, kind of area, density of 3. BACKGROUND population, rectifying the present problems, finding alternatives, etc. so we have taken initiation to study and 3.1 STUDY AREA MAP: analysis the traffic and provide solution i.e. study area is near Konanakunte junction which is located about 8.5km away from Banashankari, bengaluru. It is four legged intersection with arms leading towards Banashankari road side, kanakaupra road side, Electronic city side, kengeri road side and it has a lot of delay and queue length during office hours. Keywords: Traffic, Junction, Density, Population, Intersection. 1. INTRODUCTION Bangalore is the capital city of Karnataka and is the fifth largest city in the country and it is growing at a higher rate than other cities. Due to the growth in economic activities, it is attracting more migrants and it requires developed roads, grade separators, subways, mass transit system etc. Figure 1 Study area map ( Konanakunte cross) In Bangalore on an average, 2 major and 2 minor junctions are there per kilometer of road length, due to which 3.2 PCU Equivalents as Per IRC increase in travel time and frequent bottlenecks and break downs occur and also delay and congestion beyond Vehicle Type PCU tolerable limits. Equivalency Factor A traffic study is a detailed examination and analysis of a transportation system supported by data collection. Passenger Car 1.00 Transportation studies serve to quantify the extent of a transportation problem or to provide an analysis of a Motor Cycle or Scooter 0.50 proposed transportation solution. Tractor, Light 1.50 2. OBJECTIVE Commercial Vehicles To identify the various proposals to reduce travel Truck or Bus 3.00 time and queue length. Truck Trailer, Tractor- 4.50 To conduct speed studies. Trailer © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 5462 International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072 Cycle 0.50 The major problems at konanakunte junctions are as follows, Cycle Rickshaw 2.00 High traffic volume during peak time Horse Drawn Vehicle 4.00 Increased vehicle loads on road network No proper measure on pedestrian safety Bullock Cart 8.00 4. PROBLEM STATEMENT 4.1 STUDY AREA Figure 3 Traffic congestion at konankunte junction Figure 4 No Zebra Crossing at konankunte Junction 5. METHODOLOGY 5.1 TRAFFIC DATA COLLECTION Traffic data collection and projection thereof traffic volumes are basic requirements for planning of road development and management schemes. Traffic data forms an integral part in the science of descriptive national economics and such knowledge is essential in drawing up a rotational transport policy for movement of passenger and goods by both government and the private Figure 2 Problem statement of the study area sector. Konanakunte is a main junction in which traffic flows here Traffic volume studies, spot speed studies, speed and from four sides, two sides of hundred feet ring road and delay studies, O&D studies, Parking studies, Accident two sides of Kanakapura road. Every time the signal halts studies. a stop, vehicles pile up within seconds for few 100m long. © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 5463 International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072 5.2 TRAFFIC DATA ANALYSIS 6.1.2 TOWARDS KENGRI Traffic engineering studies are carried out to analyse the BUS TRACTOR CYCLE TWO traffic characteristic and their movements along the 4% 1% 0% WHEELER identified roads. The results of these studies are used for 29% the design of geometric features and traffic controls AUTO 16% measures for safe and efficient traffic movements. The LCV analyses of results of these studies are also useful for 22% assessing the need of the proposed road project. 5.3 PASSENGER CAR UNITS (PCU) PASSENGE R CAR Capacity is expressed in ‘Passenger Car Units (PCU) per 28% hour. If the addition of one vehicle per hour in a traffic stream reduces the average speed of the vehicles by the Figure 7 Pie Chart for Vehicular Count in Peak Hours same amount as the addition of ‘x’ cars per hr, then the towards Kengri (Morning) vehicle of that type is considered to be equivalent to x PCUs. BUS TRACTOR CYCLE 6. DATA COLLECTION AUTO 16% 6% 1% 0% TWO WHEELER 6.1 TRAFFIC VOLUME COUNT LCV 41% 3% 6.1.1 TOWARDS ELECTRONIC CITY CAR 33% TWO 5% 0% WHEELER 13% 31% 2% CYCLE 0% TRACTOR BUS Figure 8 Pie Chart for Vehicular Count in Peak Hours CAR 1% 5% towards Kengri (Evening) 27% AUTO LCV 13% 3% 6.1.3 TOWARDS BANASHANKRI Figure 5 Pie Chart for Vehicular Count in Peak Hours BUS TRACTO CYCLE towards Electronic city (Morning) AUTO 8% R 0% TWO 21% 1% WHEELE R BUS TRACTOR CYCLE 39% 6% 1% 0% AUTO TWO 23% WHEELER PASSEN 39% LCV 3% GER CAR 28% CAR 27% LCV Figure 9 Pie Chart for Vehicular Count in Peak Hours 4% towards Banashankari (Morning) Figure 6 Pie Chart for Vehicular Count in Peak Hours towards Electronic city (Evening) © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 5464 International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072 BUS TRACTOR CYCLE 9% 1% 0% TWO 7. DATA ANALYSIS WHEELER 7.1 DATA ANALYSIS ON HOURLY BASIS AUTO 43% 7.1.1 TOWARDS ELECTRONIC CITY 23% CAR 21% LCV 3000 3% 2000 2806.5 1979.6 1000 1806.3 Figure 10 Pie Chart for Vehicular Count in Peak Hours 0 towards Banashankari (Evening) 8 AM to 9AM to 10AM to 9AM 10AM 11AM Figure 13 PCU Graph towards Electronic City 6.1.4 TOWARDS KANAKAPURA ROAD (Morning) TRACTOR CYCLE BUS 1% 0% 11% 3000 AUTO TWO 2500 15% WHEELER 34% 2000 LCV 1500 2577 2143.6 2209.6 4% 1000 PASSENG 500 ER CAR 0 35% 4PM TO 5PM 5PM TO 6PM 6PM TO 7PM Figure 14 PCU Graph towards Electronic city (Evening) Figure 11 Pie Chart for Vehicular Count in Peak Hours towards Kanakapura road (Morning) CYCLE 5000 BUS TRACTOR 0% 4000 7% 1% TWO 3000 WHEELER 4814.3 2000 3422.8 36% 2506.1 AUTO 1000 21% 0 8AM to 9AM to 10AM to CAR 9AM 10AM 11AM LCV 32% 3% Figure 15 PCU Graph towards Kengeri (Morning) Figure 12 Pie Chart for Vehicular Count in Peak Hours towards Kanakapura (Evening) 7.1.2 TOWARDS KENGERI © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 5465 International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072 2500 2000 4000 1500 2499.1 2065.2 2174.5 3000 1000 500 2000 3557.5 2677.6 2410.5 0 1000 4PM TO 5PM TO 6PM TO 5PM 6PM 7PM 0 8AM to 9AM to 10AM to 9AM 10AM 11AM Figure 16 PCU Graph Towards Kengeri (Evening) Figure 19 PCU Graph Towards Kanakapura (Morning) 7.1.3 TOWARDS BANSHANKARI 7.1.4 TOWARDS KANAKAPURA 3500 3000 5000 2500 4000 2000 3275.9 3000 1500 2518.6 4183.9 2145 2000 1000 3005.7 2138.7 500 1000 0 0 8AM to 9AM to 10AM to 4PM TO 5PM TO 6PM TO 9AM 10AM 11AM 5PM 6PM 7PM Figure 17 PCU Graph Towards Banashankari (Morning) Figure 20 PCU Graph Towards Kanakapura (Evening) 8. DEVELOPMENT SUGGESTION 3000 SL. Type of Total design services volume 2500 carriageway 2000 NO. Sub- Collector 1500 2859.9 Arterial arterial 2120.7 2203.7 1000 1 2-Lane One- 2400 1900 1400 500 Way 0 4PM TO 5PM TO 6PM TO 2 2-Lane Two- 1500 1200 900 5PM 6PM 7PM Way 3 3-Lane One- 3600 2900 2200 Way Figure 18 PCU Graph towards Banashankari (Evening) 4 4-Lane 3000 2400 1800 Undivided © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 5466 International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072 5 4-Lane 3600 2900 - Bus stop has to be provided 75 meters after the Divided junction. Turning lane for kengeri road as to be provided. 6 6-Lane 4800 3800 - Undivided ACKNOWLEDGEMENT 7 6-Lane 5400 4300 - We extend our sincerest gratitude to our guides Prof. Divided Pavankumar P N, Prof.
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