Lanes, Volumes, Timings
27: Far Hills Ave & Orchard
01/06/2023

WBL arrow WBR arrow NBT arrow NBR arrow SBL arrow SBT arrow
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations WBR configuration NBT configuration SBT configuration
Traffic Volume (vph) 0 0 894 0 0 495
Future Volume (vph) 0 0 894 0 0 495
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 0.95 1.00 1.00 0.95
Frt
Flt Protected
Satd. Flow (prot) 0 1863 3574 0 0 3539
Flt Permitted
Satd. Flow (perm) 0 1863 3574 0 0 3539
Right Turn on Red No No
Satd. Flow (RTOR)
Link Speed (mph) 25 35 35
Link Distance (ft) 404 1004 736
Travel Time (s) 11.0 19.6 14.3
Peak Hour Factor 0.92 0.92 0.84 0.84 0.89 0.89
Heavy Vehicles (%) 2% 2% 1% 1% 2% 2%
Adj. Flow (vph) 0 0 1064 0 0 556
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 1064 0 0 556
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 0 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 9 15
Number of Detectors 1 2 2
Detector Template Right Thru Thru
Leading Detector (ft) 20 100 100
Trailing Detector (ft) 0 0 0
Detector 1 Position(ft) 0 0 0
Detector 1 Size(ft) 20 6 6
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex
Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0 0.0
Detector 1 Queue (s) 0.0 0.0 0.0
Detector 1 Delay (s) 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 Perm NA NA
Protected Phases 2 6
Permitted Phases 8
Detector Phase 8 2 6
Switch Phase