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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 3 - SR-88 btwn E Harney <br />Ln & 8 Mile Rd - F PM NB <br />Project Description SJX015 Units U.S. Customary <br />Segment 1 <br />Vehicle Inputs <br />Segment Type Passing Zone Length, ft 16368 <br />Lane Width, ft 12 Shoulder Width, ft 6 <br />Speed Limit, mi/h 55 Access Point Density, pts/mi 10.0 <br />Demand and Capacity <br />Directional Demand Flow Rate, veh/h 451 Opposing Demand Flow Rate, veh/h 455 <br />Peak Hour Factor 1.00 Total Trucks, %3.45 <br />Segment Capacity, veh/h 1700 Demand/Capacity (D/C)0.27 <br />Intermediate Results <br />Segment Vertical Class 1 Free-Flow Speed, mi/h 60.1 <br />Speed Slope Coefficient (m)3.67905 Speed Power Coefficient (p)0.48835 <br />PF Slope Coefficient (m)-1.26100 PF Power Coefficient (p)0.76718 <br />In Passing Lane Effective Length?No Follower Density, followers/mi/ln 3.9 <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 16368 --57.9 <br />Vehicle Results <br />Average Speed, mi/h 57.9 Percent Followers, %49.6 <br />Segment Travel Time, minutes 3.21 Adj. Follower Density, followers/mi/ln 3.9 <br />Vehicle LOS B <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 />1 350 0.22 3.9 B <br />Copyright © 2025 University of Florida. All Rights Reserved.HCS™Highways Version 2024 Generated: 01/13/2025 14:42:01 <br />3 - Future PM (NB).xuf