Lanes, Volumes, Timings

4: Far Hills Ave & Patterson Rd

01/07/2023
WBL directionWBR directionNBT directionNBR directionSBL directionSBT direction
Lane GroupWBLWBRNBTNBRSBLSBT
Lane ConfigurationsWBL lane configurationWBR lane configurationNBT lane configurationSBL lane configurationSBT lane configuration
Traffic Volume (vph)881759295277376
Future Volume (vph)881759295277376
Ideal Flow (vphpl)190019001900190019001900
Storage Length (ft)1150090
Storage Lanes1101
Taper Length (ft)5050
Lane Util. Factor1.001.000.950.951.000.95
Frt0.8500.992
Flt Protected0.9500.950
Satd. Flow (prot)178715993546017523505
Flt Permitted0.9500.142
Satd. Flow (perm)17871599354602623505
Right Turn on RedNoNo
Satd. Flow (RTOR)
Link Speed (mph)253535
Link Distance (ft)7398221682
Travel Time (s)20.216.032.8
Peak Hour Factor0.850.850.900.900.910.91
Heavy Vehicles (%)1%1%1%1%3%3%
Adj. Flow (vph)10420610325885413
Shared Lane Traffic (%)
Lane Group Flow (vph)1042061090085413
Enter Blocked IntersectionNoNoNoNoNoNo
Lane AlignmentLeftRightLeftRightLeftLeft
Median Width(ft)121212
Link Offset(ft)000
Crosswalk Width(ft)161616
Two way Left Turn Lane
Headway Factor1.001.001.001.001.001.00
Turning Speed (mph)159915
Number of Detectors11212
Detector TemplateLeftRightThruLeftThru
Leading Detector (ft)202010020100
Trailing Detector (ft)00000
Detector 1 Position(ft)00000
Detector 1 Size(ft)20206206
Detector 1 TypeCl+ExCl+ExCl+ExCl+ExCl+Ex
Detector 1 Channel
Detector 1 Extend (s)0.00.00.00.00.0
Detector 1 Queue (s)0.00.00.00.00.0
Detector 1 Delay (s)0.00.00.00.00.0
Detector 2 Position(ft)9494
Detector 2 Size(ft)66
Detector 2 TypeCl+ExCl+Ex
Detector 2 Channel
Detector 2 Extend (s)0.00.0
Turn TypeProtpm+ovNApm+ptNA
Protected Phases81216