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TWO-WAY STOP CONTROL SUMMARY <br /> General Information Site Information <br /> Analyst: Brad Lincoln, PE Intersection: <br /> Agency/Co.: Gibson Traffic Consultants Jurisdiction: City of Everett <br /> Date Performed: 1/17/2017 Analysis Year: 2017 <br /> Analysis Time Period: PM Peak-Hour Peak Hour Factor: <br /> Project Description: 3214 Broadway Development <br /> East/West Street: 32nd Street North/South Street: Broadway Avenue <br /> Intersection Orientation: North-South Study Period (hrs): 0.25 <br /> ehicle Volumes and Adjustments <br /> Major Street Northbound Southbound <br /> Movement 1U 1 2 3 4U 4 5 6 <br /> U L T R U L T R <br /> olume (veh/h) 29 1312 24 8 1283 0 <br /> Percent Heavy Vehicles 3 0 0 3 0 0 <br /> Median Type Undivided <br /> Storage 1 <br /> RT Channelized 0 0 <br /> Lanes 1 2 0 1 2 0 <br /> Configuration L T TR L T TR <br /> Proportion Time <br /> Blocked <br /> Minor Street Eastbound Westbound <br /> Movement 7 8 9 10 11 12 <br /> L T R L T R <br /> olume (veh/h) 3 0 26 0 1 27 <br /> Percent Heavy Vehicles 3 3 3 _ 3 <br /> Left-Turn Lane Storage <br /> Percent Grade (%) 0 0 <br /> Flared Approach Y Y <br /> Storage 1 0 <br /> Lanes 0 1 0 0 1 0 <br /> Configuration LTR LTR <br /> Proportion Time <br /> Blocked <br /> Delay, Queue Length, and Level of Service <br /> pproach Northbound Southbound Westbound Eastbound <br /> Movement 1 4 7 8 9 10 11 12 <br /> Lane Configuration L L LTR LTR <br /> (veh/h) 30 8 29 30 <br /> (m) (veh/h) 478 453 206 210 <br /> /c Ratio 0.06 0.02 0.14 0.14 <br /> 95% Queue Length 0.20 0.05 0.48 0.49 <br /> Control Delay (s/veh) 13.0 13.1 25.3 33.0 <br /> Movement LOS B B D D <br /> pproach Delay (s/veh) 25.3 33.0 <br /> A pproach LOS D D <br /> Copyright©2010 University of Florida,All Rights Reserved HCS+TM Version 5 6 Generated 1/17/2017 9 11 AM <br /> B-2 <br />