Lanes, Volumes, Timings

4: Far Hills Ave & Patterson Rd

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 Left turn Right turn Thru and Right Left turn Double Thru
Traffic Volume (vph) 88 175 929 52 77 376
Future Volume (vph) 88 175 929 52 77 376
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 115 0 0 90
Storage Lanes 1 1 0 1
Taper Length (ft) 50 50
Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.95
Frt 0.850 0.992
Flt Protected 0.950 0.950
Satd. Flow (prot) 1787 1599 3546 0 1752 3505
Flt Permitted 0.950 0.187
Satd. Flow (perm) 1787 1599 3546 0 345 3505
Right Turn on Red No No
Satd. Flow (RTOR)
Link Speed (mph) 25 35 35
Link Distance (ft) 739 822 1682
Travel Time (s) 20.2 16.0 32.8
Peak Hour Factor 0.85 0.85 0.90 0.90 0.91 0.91
Heavy Vehicles (%) 1% 1% 1% 1% 3% 3%
Adj. Flow (vph) 104 206 1032 58 85 413
Shared Lane Traffic (%)
Lane Group Flow (vph) 104 206 1090 0 85 413
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
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 9 15
Number of Detectors 1 1 2 1 2
Detector Template Left Right Thru Left Thru
Leading Detector (ft) 20 20 100 20 100
Trailing Detector (ft) 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0
Detector 1 Size(ft) 20 20 6 20 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 pm+ov NA pm+pt NA
Protected Phases 8 1 2 1 6