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2010 Highway Capacity Manual (HCM) <br />Pedestrian Level of Service (LOS) at Uncontrolled Crossing Locations <br />Intersection and Mid-Block Crossings <br />Crossing Location: Variolite/161st AveDate:5/4/2017 <br />City, State:Ramsey, MnScenario: <br />Reviewer(s):Grant RiemerAgency:City of Ramsey <br />Project Number:ID #: <br />The following is the base information needed to complete the analysis. <br />If this is a one-stage crossing, use only Crossing 1. <br />If this is a two-stage crossing, each stage must be evaluated separately using Crossing 1 and Crossing 2. <br />Crossing 1: <br />Evaluation Inputs:defaults:Input Table: <br />L = crosswalk length (ft)L = 52 <br />3.5 <br />S = average pedestrian walking speed (ft/s)S = S = 3.5 <br />ppp <br />3.0 <br />t = pedestrian start-up and end clearance time (s)t = t = <br />3 <br />sss <br />V = vehicular hourly volume (veh/hr)V = 74 <br />0* <br /> = pedestrian flow rate (ped/s) = = <br />vvv 3.00 <br />ppp <br />V/3600 <br /> = vehicular flow rate (veh/s) = V/3600 = = 0.020 <br />vvv <br />W = crosswalk width (ft)W = W = <br />8.0 <br />10.0 <br />ccc <br />INT(L/11) <br />N = number of through lanes crossed (Integer)N = N = 2 <br />*no platooning observed <br />Crossing 2: <br />(only used for two-stage crossings) <br />Evaluation Inputs:defaults:Input Table: <br />L = crosswalk length (ft)L = <br />S = average pedestrian walking speed (ft/s)S = S = <br />3.5 <br />ppp <br />t = pedestrian start-up and end clearance time (s)t = 3.0t = <br />sss <br />V = vehicular hourly volume (veh/hr)V = <br /> = pedestrian flow rate (ped/s) = 0* = <br />vvv <br />ppp <br />V/3600 <br /> = vehicular flow rate (veh/s) = V/3600 = = <br />vvv <br />W = crosswalk width (ft)W = 8.0W = <br />ccc <br />INT(L/11) <br />N = number of through lanes crossed (Integer)N = N = <br />*no platooning observed <br />Crossing Treatment Yield Rate <br />Input Table: <br />M = motorist yield rate (decimal)M = <br />7% <br />yy <br />Entering data into the tables above will populate the evaluation tables in Microsoft Excel. <br />Results: <br />4.3sec/ped <br />Average Delay <br />A <br />LOS <br />Developed by Bolton & Menk, Inc. <br />Inputs and ResultsPage 2 of 5 <br />for the Local Road Research Board <br />HCM Evaluation Worksheet <br /> <br />