HCS Two-Way Stop-Control Report
General InformationSite Information
AnalystSTKIntersectionFARM. & SCHOOL'A'
Agency/CoMRAJurisdiction
Date Performed1/7/26East/West StreetFARMINGDALE RD
Analysis Year2035North/South StreetSCHOOL' A'
Time AnalyzedAMPeak Hour Factor0.90
Intersection OrientationEast-WestAnalysis Time Period (hrs)0.25
Project Description22-210AFB-3 BUILD
Lanes
Image
Vehicle Volumes and Adjustments
ApproachEastboundWestboundNorthboundSouthbound
MovementUITRULRULTRULR
Priority1U1234U456789101112
Number of Lanes00100010000010
ConfigurationTTLR
Volume (veh/h)1201765
Percent Heavy Vehicles (%)3
Proportion Time Blocked
Percent Grade (%)
Right Turn Channelized0
Median Type | StorageUndivided
Critical and Follow-up Headways
Base Critical Headway (sec)7.1
Critical Headway (sec)6.43
Base Follow-Up Headway (sec)3.5
Follow-Up Headway (sec)3.53
Delay, Queue Length, and Level of Service
Flow Rate, v (veh/h)10
Capacity, c (veh/h)733
v/c Ratio0.01
95% Queue Length, Qs (Veh)0.0
95% Queue Length, Q95 (ft)0.0
Control Delay (s/veh)100
Level of Service (LOS)A
Approach Delay (s/veh)
Approach LOS100
Copyright © 2026 University of Florida. All Rights Reserved. HCS Th. TWSC Version 2025. Generated: 1/8/2026 3:25:08 PM.

Copyright © 2026 University of Florida. All Rights Reserved.

HCS™ TWSC Version 2025 22-210AFB-3-2035.xtw

Generated: 1/8/2026 3:35:08 PM