Lanes, Volumes, Timings
26: Far Hills Ave & Peach Orchard Rd/Peach Orchard Ave 01/06/2023

SBT direction arrow SBR direction arrow NWR direction arrow NWR2 direction arrow
Lane Group SBT SBR NWR NWR2
Lane Configurations SBT Lane Configuration NWR Lane Configuration
Traffic Volume (vph) 478 18 8 9
Future Volume (vph) 478 18 8 9
Ideal Flow (vphpl) 1900 1900 1900 1900
Storage Length (ft) 0 0
Storage Lanes 0 1
Taper Length (ft)
Lane Util. Factor 0.95 0.95 1.00 1.00
Frt 0.995 0.865
Flt Protected 0.999
Satd. Flow (prot) 3518 0 1565 0
Flt Permitted 0.937
Satd. Flow (perm) 3300 0 1565 0
Right Turn on Red No No
Satd. Flow (RTOR)
Link Speed (mph) 35
Link Distance (ft) 1977
Travel Time (s) 38.5
Peak Hour Factor 0.93 0.93 0.38 0.38
Heavy Vehicles (%) 2% 2% 5% 5%
Adj. Flow (vph) 514 19 21 24
Shared Lane Traffic (%)
Lane Group Flow (vph) 541 0 45 0
Enter Blocked Intersection No No No No
Lane Alignment Left Right Right Right
Median Width(ft) 12
Link Offset(ft) 0
Crosswalk Width(ft) 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00
Turning Speed (mph) 9 9 9
Number of Detectors 2 1
Detector Template Thru Right
Leading Detector (ft) 100 20
Trailing Detector (ft) 0 0
Detector 1 Position(ft) 0 0
Detector 1 Size(ft) 6 20
Detector 1 Type Cl+Ex Cl+Ex
Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0
Detector 1 Queue (s) 0.0 0.0
Detector 1 Delay (s) 0.0 0.0
Detector 2 Position(ft) 94
Detector 2 Size(ft) 6
Detector 2 Type Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0
Turn Type NA Perm
Protected Phases 6