Lanes, Volumes, Timings

5: Far Hills Ave & Park Ave

01/06/2023
EBL movement EBR movement NBL movement NBT movement SBT movement SBR movement
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations EBL lane config EBR lane config NBL lane config NBT lane config SBT lane config
Traffic Volume (vph) 21 16 24 690 1096 10
Future Volume (vph) 21 16 24 690 1096 10
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 0 66 120 0
Storage Lanes 1 1 1 0
Taper Length (ft) 25 50
Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 0.95
Frt 0.850 0.999
Flt Protected 0.950 0.950
Satd. Flow (prot) 1770 1583 1787 3574 3571 0
Flt Permitted 0.950 0.204
Satd. Flow (perm) 1770 1583 384 3574 3571 0
Right Turn on Red No No
Satd. Flow (RTOR)
Link Speed (mph) 25 35 35
Link Distance (ft) 721 826 822
Travel Time (s) 19.7 16.1 16.0
Peak Hour Factor 0.66 0.66 0.91 0.91 0.88 0.88
Heavy Vehicles (%) 2% 2% 1% 1% 1% 1%
Adj. Flow (vph) 32 24 26 758 1245 11
Shared Lane Traffic (%)
Lane Group Flow (vph) 32 24 26 758 1256 0
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left Left Right
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 15 9
Number of Detectors 1 1 1 2 2
Detector Template Left Right Left Thru Thru
Leading Detector (ft) 20 20 20 100 100
Trailing Detector (ft) 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0
Detector 1 Size(ft) 20 20 20 6 6
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex
Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0
Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0
Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0
Detector 2 Position(ft) 94 94
Detector 2 Size(ft) 6 6
Detector 2 Type Cl+Ex Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0 0.0
Turn Type Prot Perm Perm NA NA
Protected Phases 4 2 6
Synchro 11 Report Page 11