Description
With the new traffic pattern, it is almost impossible to enter Main Street from Blossom Street. The light, @ the intersection of Main & Day, only stays green, long enough for 2 to 3 cars to pass. This causes a large back up on Main, & cars, pulling out of Blossom, block traffic in the opposite direction. His light needs to be changed, to accommodate the large volume traffic
also asked...
Q. Issue:
A. Traffic congestion
A. Traffic congestion
Q. Description
A. Traffic jamb
A. Traffic jamb
11 Comments
Mike East (Verified Official)
An anonymous SeeClickFix user (Registered User)
An anonymous SeeClickFix user (Registered User)
Nick Erickson (Verified Official)
Hello,
The DPW is working on a reconfiguration of the eastbound approach to this intersection and the parking spaces to allow more traffic to turn right over the bridge. We have adjusted the light timing and will continue to make tweaks as needed.
The other option is to take a right off of Blossom Street, and then a left onto Putnam Street and use the Putnam Street Bridge to access Water Street or Laurel Street. I know this is not ideal, but we have limited options with the two-way traffic pattern.
Thanks,
Nick
Acknowledged Nick Erickson (Verified Official)
An anonymous SeeClickFix user (Registered User)
Nick Erickson (Verified Official)
City of Fitchburg, MA (Verified Official)
Nick Erickson (Verified Official)
Nick Erickson (Verified Official)
The current plan is to shift the parking spaces down towards the former Cushing Street, then reconfigure the lanes on the eastbound approach to the intersection to allow room for right-turns over the bridge. This will help but not solve the problem since there is limited queuing space, and once the queue of vehicles going straight through the intersection builds up past Blossom Street, it will still be difficult to turn left from Blossom onto Main. Of course we will optimize the signal timing for the reconfiguration, but we can only extend the "green" time for that approach so much--we have to consider the queues that build up on the other approaches as well (Main Street westbound, Water Street north/westbound from the bridge, etc.).
If the intersection continues to be problematic after the above plan is implemented, the next step is to conduct an intersection analysis and evaluate whether the intersection meets the warrants for a signal. Although it is my opinion that this should have been done during the initial design, I believe the project was grant-funded and needed to fit a certain budget. Unfortunately, DPW had limited involvement in the design process and it is unclear what analysis was done at this intersection.
Closed Trevor Bonilla (Verified Official)