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HCS Two-Lane Highway Report <br />Project Information <br />Analyst Alyssa Labrador Date 12/23/2024 <br />Agency W-Trans Analysis Year 2024 <br />Jurisdiction San Joaquin County Time Analyzed 1 - E Harney Ln btwn <br />SR-99 & SR-88 - F AM EB <br />Project Description SJX015 Units U.S. Customary <br />Segment 1 <br />Vehicle Inputs <br />Segment Type Passing Zone Length, ft 23760 <br />Lane Width, ft 11 Shoulder Width, ft 0 <br />Speed Limit, mi/h 55 Access Point Density, pts/mi 13.3 <br />Demand and Capacity <br />Directional Demand Flow Rate, veh/h 188 Opposing Demand Flow Rate, veh/h 229 <br />Peak Hour Factor 1.00 Total Trucks, %5.74 <br />Segment Capacity, veh/h 1700 Demand/Capacity (D/C)0.11 <br />Intermediate Results <br />Segment Vertical Class 1 Free-Flow Speed, mi/h 54.4 <br />Speed Slope Coefficient (m)3.30579 Speed Power Coefficient (p)0.53149 <br />PF Slope Coefficient (m)-1.24789 PF Power Coefficient (p)0.76399 <br />In Passing Lane Effective Length?No Follower Density, followers/mi/ln 1.0 <br />%Improvement to Percent Followers 0.0 %Improvement to Speed 0.0 <br />Subsegment Data <br />#Segment Type Length, ft Radius, ft Superelevation, %Average Speed, mi/h <br />1 Tangent 23760 --53.5 <br />Vehicle Results <br />Average Speed, mi/h 53.5 Percent Followers, %29.4 <br />Segment Travel Time, minutes 5.05 Adj. Follower Density, followers/mi/ln 1.0 <br />Vehicle LOS A <br />Facility Results <br />T VMT <br />veh-mi/AP <br />VHD <br />veh-h/p <br />Follower Density, followers/ <br />mi/ln <br />LOS <br />1 212 0.07 1.0 A <br />Copyright © 2025 University of Florida. All Rights Reserved.HCS™Highways Version 2024 Generated: 01/13/2025 13:14:24 <br />1 - Future AM (EB).xuf