Lanes, Volumes, Timings

4: Far Hills Ave & Patterson Rd

01/07/2023
WBL movement arrow WBR movement arrow NBT movement arrow NBR movement arrow SBL movement arrow SBT movement arrow
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations WBL Lane Configuration WBR Lane Configuration NBT Lane Configuration SBL Lane Configuration SBT Lane Configuration
Traffic Volume (vph) 61 109 638 96 206 957
Future Volume (vph) 61 109 638 96 206 957
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 0.980
Flt Protected 0.950 0.950
Satd. Flow (prot) 1787 1599 3468 0 1787 3574
Flt Permitted 0.950 0.260
Satd. Flow (perm) 1787 1599 3468 0 489 3574
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 0.80 0.80 0.82 0.82 0.88 0.88
Heavy Vehicles (%) 1% 1% 2% 2% 1% 1%
Adj. Flow (vph) 76 136 778 117 234 1088
Shared Lane Traffic (%)
Lane Group Flow (vph) 76 136 895 0 234 1088
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