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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: Date: <br />City, State:Scenario: <br />Reviewer(s):Agency: <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: <br />L = crosswalk length (ft)L = 22 <br />Sp = average pedestrian walking speed (ft/s)Sp = Sp = 3.5 <br />ts = pedestrian start-up and end clearance time (s)ts = ts = 3 <br />V = vehicular hourly volume (veh/hr)V = 731 <br />vp = pedestrian flow rate (ped/s)vp = vp = 0.00 <br />v = vehicular flow rate (veh/s) = V/3600 v = v = 0.200 <br />Wc = crosswalk width (ft)Wc = Wc = 8.0 <br />N = number of through lanes crossed (Integer)N = N = 1 <br />*no platooning observed <br />Crossing 2:(only used for two-stage crossings) <br />Evaluation Inputs: <br />L = crosswalk length (ft)L = 22 <br />Sp = average pedestrian walking speed (ft/s)Sp = Sp = 4 <br />ts = pedestrian start-up and end clearance time (s)ts = ts = 3 <br />V = vehicular hourly volume (veh/hr)V = 549 <br />vp = pedestrian flow rate (ped/s)vp = vp = 0.00 <br />v = vehicular flow rate (veh/s) = V/3600 v = v = 0.15 <br />Wc = crosswalk width (ft)Wc = Wc = 8.0 <br />N = number of through lanes crossed (Integer)N = N = 1 <br />*no platooning observed <br />Crossing Treatment Yield Rate <br />My = motorist yield rate (decimal)My = 41% <br />Entering data into the tables above will populate the evaluation tables in Microsoft Excel. <br />Results: <br />Average Delay sec/ped <br />LOS <br />13.9 <br />INT(L/11) <br />3.0 <br />0* <br />INT(L/11) <br />Page 2 of 5 <br />C <br />Input Table: <br />V/3600 <br />0* <br />3.5 <br />Input Table:defaults: <br />8.0 <br />Developed by Bolton & Menk, Inc. <br />for the Local Road Research Board Inputs and Results <br />Birch St at School Ent/Tomahawk - West Appr <br />Lino Lakes, Minnesota <br />V/3600 <br />8.0 <br />5/12/2020 <br />defaults: <br />Chuck R <br />3.5 <br />Input Table: <br />Signing and Markings <br />Anoka County <br />14400-00 <br />3.0 <br />Westbound Lane <br />Eastbound Lane <br />HCM Evaluation Worksheet