Lanes, Volumes, Timings

5: Far Hills Ave & Park Ave

01/06/2023

EBL Direction EBR Direction NBL Direction NBT Direction SBT Direction SBR Direction
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations Lane config Lane config Lane config Lane config Lane config Lane config
Traffic Volume (vph) 31 51 52 1018 385 24
Future Volume (vph) 31 51 52 1018 385 24
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 0.991
Flt Protected 0.950 0.950
Satd. Flow (prot) 1770 1583 1787 3574 3507 0
Flt Permitted 0.950 0.477
Satd. Flow (perm) 1770 1583 897 3574 3507 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 0.54 0.54 0.94 0.94 0.85 0.85
Heavy Vehicles (%) 2% 2% 1% 1% 2% 2%
Adj. Flow (vph) 57 94 55 1083 453 28
Shared Lane Traffic (%)
Lane Group Flow (vph) 57 94 55 1083 481 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