Generated: 3/4/2026 4:17:49 PM
HCS™ TWSC Version 2025 26-120AFB.xtw
Copyright © 2026 University of Florida. All Rights Reserved.
Vehicle Volumes and Adjustments
ApproachEastboundWestboundNorthboundSouthbound
MovementULTRULTRULTRULTRUL
Priority1U1234U4567891011121011
Number of Lanes0010001000000100
ConfigurationLTTRLR
Volume (veh/h)620026411331
Percent Heavy Vehicles (%)333
Proportion Time Blocked
Percent Grade (%)0
Right Turn Channelized
Median Type | StorageUndivided
Critical and Follow-up Headways
Base Critical Headway (sec)4.17.16.2
Critical Headway (sec)4.136.436.23
Base Follow-Up Headway (sec)2.23.53.3
Follow-Up Headway (sec)2.233.533.33
Delay, Queue Length, and Level of Service
Flow Rate, v (veh/h)74
Capacity, c (veh/h)1247544
v/c Ratio0.010.01
95% Queue Length Qs (veh)0.00.0
95% Queue Length, Qas (ft)0.00.0
Control Delay (s/ah)7.90.010.7
Level of Service (LOS)AAB
Approach Delay (s/ah)0.311.7
Approach LOSAB
Maior Street East-West
2024年1月1日
閟閦閦閦閦
General Information
AnalystSTKIntersectionEAST COMM & SITE ACCESS
Agency/CoMRAJurisdiction
Date Performed3/4/2026East/West StreetEAST COMM BLVD
Analysis Year2036North/South StreetSITE ACCESS
Time AnalyzedAMPeak Hour Factor0.90
Intersection OrientationEast-WestAnalysis Time Period (hrs)0.25
Project Description26-120AFB BUILD
Lanes
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HCS Two-Way Stop-Control Report