Lanes, Volumes, Timings

6: Far Hills Ave & Harman 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 EBL Lane config NBT Lane config SBT
Traffic Volume (vph) 9 19 2 976 373 9
Future Volume (vph) 9 19 2 976 373 9
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 0.95 0.95 0.95 0.95
Frt 0.908 0.996
Flt Protected 0.984
Satd. Flow (prot) 1587 0 0 3574 3525 0
Flt Permitted 0.984 0.955
Satd. Flow (perm) 1587 0 0 3413 3525 0
Right Turn on Red No No
Satd. Flow (RTOR)
Link Speed (mph) 25 35 35
Link Distance (ft) 632 1805 826
Travel Time (s) 17.2 35.2 16.1
Peak Hour Factor 0.50 0.50 0.82 0.82 0.92 0.92
Heavy Vehicles (%) 7% 7% 1% 1% 2% 2%
Adj. Flow (vph) 18 38 2 1190 405 10
Shared Lane Traffic (%)
Lane Group Flow (vph) 56 0 0 1192 415 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 2 2
Detector Template Left Left Thru Thru
Leading Detector (ft) 20 20 100 100
Trailing Detector (ft) 0 0 0 0
Detector 1 Position(ft) 0 0 0 0
Detector 1 Size(ft) 20 20 6 6
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex
Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0 0.0 0.0
Detector 1 Queue (s) 0.0 0.0 0.0 0.0
Detector 1 Delay (s) 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 NA NA
Protected Phases 4 2 6
Permitted Phases 2
Detector Phase 4 2 2 6
Switch Phase