Design of traffic signals at junction and analysis of traffic surveys

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R MADHU; THELUKUTLA NAGENDRA BABU; KATI ANJUR JENITH; N SHIVA KALYAN; K. YUVARAJ SINGH; G. GANGA PRASAD; Dr K MEERAVALI

Design of traffic signals at junction and analysis of traffic surveys

Authors: R MADHU, THELUKUTLA NAGENDRA BABU, KATI ANJUR JENITH, N SHIVA KALYAN, K. YUVARAJ SINGH, G. GANGA PRASAD, Dr K MEERAVALI

Unique Paper ID: 173083
Volume: 11
Issue: 9
PageNo: 2476-2482

Keywords: Traffic volume LR-Type staggered intersection service level manual mode PCUs.

Abstract:
The world's population grows daily. Due to accidents, the number of cars on the road is increasing, generating delays and reduced safety. To minimise these issues, we must study traffic analysis and obey safety rules. This article calculates traffic volume and service level for each lane of an LR-Type staggered junction at Pamur Bus Station, Kanigiri, Prakasam. For accuracy and fewer mistakes, traffic data was collected manually for seven days per 4-lane and 8-directions. This article reports maximum flow density per lane, vehicle flow per lane, peak hours, design of traffic signals and how many vehicles have been transformed into passenger cars. IRC: 93-1985 also studied safety criteria such space, number of cars, travel duration, and delays to swiftly move vehicles at junctions. optimal cycle, green, lane, pedestrian crossing, and delay time models.

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Cite This Article

ISSN: 2349-6002
Volume: 11
Issue: 9
PageNo: 2476-2482

Design of traffic signals at junction and analysis of traffic surveys

Available:https://ijirt.org/article?manuscript=173083

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