Lanes, Volumes, Timings

6: Far Hills Ave & Harman Ave
01/07/2023
EBL Direction EBR Direction NBL Direction NBT Direction SBT Direction SBR Direction
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations EBL Config NBT Config SBT Config
Traffic Volume (vph) 8 20 3 738 1261 7
Future Volume (vph) 8 20 3 738 1261 7
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 0.902 0.999
Flt Protected 0.986
Satd. Flow (prot) 1657 0 0 3574 3571 0
Flt Permitted 0.986 0.951
Satd. Flow (perm) 1657 0 0 3399 3571 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 0.78 0.78 0.92 0.92 0.90 0.90
Heavy Vehicles (%) 2% 2% 1% 1% 1% 1%
Adj. Flow (vph) 10 26 3 802 1401 8
Shared Lane Traffic (%)
Lane Group Flow (vph) 36 0 0 805 1409 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