COMPREHENSIVE DEVELOPMENT PLAN - Puri District

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Comprehensive Development Plan – PKDA 2031Rail_Station_R_Yard_Storage NA 0.00 0.00 NABus_Stop_Depo_Terminals 0.02 15.37 0.04 2.36Roundabout_Parking_Areas 0.00 0.66 0.00 0.10Total 0.65 650.00 1.85 100.00Source: ORSAC data, CEPT AnalysisMap 7.7: Major roads and nodes of transportation in Konark NAC7.3.3 Traffic volume measurement in Puri townSource: ORSAC data, CEPT AnalysisThe objective of traffic surveys was to establish the existing travel demand & pattern of the study areaand forecasting for the future travel demand.The following surveys were undertaken to develop the traffic and transportation data for the study:Traffic volume countIntersection and Turning Movement SurveyPedestrian count surveyOn street parking surveyOff street parking surveyHouse Hold Travel Survey [By Random Sampling]7.3.3.1 Criteria for selection of survey points:The criteria for selection of traffic survey points were based upon the following factors:Entry and Exit of the PKDA region: Three points were selected to directly study the trafficentering and exiting the PKDA project area through these points and their peak hours.CEPT, Ahmedabad 153
Comprehensive Development Plan – PKDA 2031Intersection of Major Roads (NH & SH): These intersections were the major sources ofdiversion of traffic to various parts of the PKDA region. Multi direction traffic can be studiedat these points.Main spine of Puri Town: All major roads carrying traffic were identified and conductedtraffic survey to know a traffic density on road.Map 7.8: Screen and cordon survey locationsSource: ORSAC data, CEPT AnalysisTraffic counts at each survey stretch were taken and the traffic counts were converted into PCU foranalysis. The traffic survey results can be found in the annexure. The traffic volumes at each surveypoints are mentioned in the attached chart.The chart below presents the traffic volume data as observed in selected stretches in Puri townespecially at important location which are used for entering or exit for Puri town. It can be seen thatNH-203 which is the major connector between Puri and BBSR near Atharnala Bridge shows maximumvolume followed by Marine drive which is a major tourist circuit and Railway station road.From theanalysis it can be inferred that the highest traffic counts have been observed in the areas of theJagannath temple, on the grand road. Ironically this is one of the widest roads in the area. The issuesof the grand road are that there is severe on road parking and high levels of encroachments whichreduce the effective width of the roads. The attached images give an idea of the same.CEPT, Ahmedabad 154
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COMPREHENSIVE DEVELOPMENT PLAN - Puri District

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