marks55
Civil/Environmental
- Dec 2, 2002
- 3
We are modeling a 2-lane arterial with peak 1-way hourly vols in excess of 1200 vph (2200 2-way vol) in Synchro v7 (HCM method) to determine the effects of adding a signal at one or more intersections.
Results so far show that when one signal is added, all of the ajacent (<300 m away) intersections "blow up", i.e. sideline delay (TWSC) increases drastically. HCM methodology suggest ther may actually be a benefit to signals downstream of signals, but our results show differently.
Can anyone explain this phenomenon?
Thanks.
Results so far show that when one signal is added, all of the ajacent (<300 m away) intersections "blow up", i.e. sideline delay (TWSC) increases drastically. HCM methodology suggest ther may actually be a benefit to signals downstream of signals, but our results show differently.
Can anyone explain this phenomenon?
Thanks.