DESIGN OF TRAFFIC SIGNALS FROM 7*24 MANUAL VOLUME DATA

KARUMANCHI MEERAVALI; KOLANEDI VINEETH; NAKKA CHANDRAMOULI; BANDARU RAJA; THAMMULURI VINOD BABU; SHAIK NAJEERBASHA; CH MALLESWARARAO; B ABDUL RAFFI

DESIGN OF TRAFFIC SIGNALS FROM 7*24 MANUAL VOLUME DATA

Authors: KARUMANCHI MEERAVALI, KOLANEDI VINEETH, NAKKA CHANDRAMOULI, BANDARU RAJA, THAMMULURI VINOD BABU, SHAIK NAJEERBASHA, CH MALLESWARARAO, B ABDUL RAFFI

Unique Paper ID: 175516
Volume: 11
Issue: 11
PageNo: 3327-3332

Keywords: Traffic volume LR-Type staggered intersection Level of services Manual method passenger car units (PCU).

Abstract:
At this point in time, the population of the whole world is consistently growing at an alarming rate. The rise in the number of accidents has led to an increase in the number of vehicles on the road, which has led to an increase in the amount of time spent waiting for traffic and a decrease in the level of safety. In light of this, it is imperative that we conduct an investigation into the existing traffic analysis and strictly adhere to the safety guidelines in order to mitigate the effects of these problems. The purpose of this research is to analyse and calculate the traffic volume and level of service for each lane of an LR-type staggered crossroads at Pamur Bus Station in Kanigiri, which is located in the Prakasam district for the purpose of this study. The data on the traffic have been gathered manually in order to guarantee accuracy and a smaller overall amount of errors. This process has been carried out over the course of about seven days for each configuration consisting of four lanes and eight directions. The results of this study project include the amount of time that each lane and each direction is green, the primary design of the signals, and the traffic metrics that continue to be considered. Additionally, the study of safety criteria such as space, number of automobiles, trip time, and delays to rapidly move vehicles on the road at junctions was followed by IRC: 93-1985. This was done in order to ensure that vehicles could move quickly on the road. The model that has the best possible cycle time, green time for each lane and each direction, lane capacity, pedestrian crossing time, and delay time may be considered the best model.

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Cite This Article

ISSN: 2349-6002
Volume: 11
Issue: 11
PageNo: 3327-3332

DESIGN OF TRAFFIC SIGNALS FROM 7*24 MANUAL VOLUME DATA

Available:https://ijirt.org/Article?manuscript=175516

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