3/24/2017 12:54:14 Closed by Andrew Cibor
Emailed the following response to Mr. Weber:
Thank you for taking the time to submit a uReport with your observations and request for the intersection of E 3rd Street, Bryan Avenue, and High Street. Staff recognizes that this intersection can experience back ups, especially during peak periods. The signal is programmed to provide the following maximum green times:
Northbound = 25 seconds
Southbound = 15 seconds
East/Westbound = 45 seconds
Given traffic volume distributions on each of these streets, the north and south legs receive a higher proportion of green time for their traffic levels compared to 3rd Street. Any changes to further favor the minor streets will have negative consequences to the major street operation.
The offset design of the intersection's north and south legs force the traffic signal to operate 'split phase' signal timing. This type of operation is not very efficient. A detailed evaluation and design effort is programmed for this intersection next year. That process should start the process of identifying a long-term solution to the intersection's operation.
Please let me know if you have any follow-up questions or comments.
Sent notification to Andrew Cibor, Anonymous
https://bloomington.in.gov/crm/tickets/view?ticket_id=158503
Closed by Andrew Cibor
Emailed the following response to Mr. Weber:
Thank you for taking the time to submit a uReport with your observations and request for the intersection of E 3rd Street, Bryan Avenue, and High Street. Staff recognizes that this intersection can experience back ups, especially during peak periods. The signal is programmed to provide the following maximum green times:
Northbound = 25 seconds
Southbound = 15 seconds
East/Westbound = 45 seconds
Given traffic volume distributions on each of these streets, the north and south legs receive a higher proportion of green time for their traffic levels compared to 3rd Street. Any changes to further favor the minor streets will have negative consequences to the major street operation.
The offset design of the intersection's north and south legs force the traffic signal to operate 'split phase' signal timing. This type of operation is not very efficient. A detailed evaluation and design effort is programmed for this intersection next year. That process should start the process of identifying a long-term solution to the intersection's operation.
Please let me know if you have any follow-up questions or comments.
3/22/2017 14:35:32 Danna Workman assigned this case to Andrew Cibor
Sent notification to Andrew Cibor, Anonymous
https://bloomington.in.gov/crm/tickets/view?ticket_id=158503
Danna Workman assigned this case to Andrew Cibor
You can use the link to follow progress on this case.
3/22/2017 14:17:00 Anonymous assigned this case to Danna Workman
Sent notification to Danna Workman, Anonymous
https://bloomington.in.gov/crm/tickets/view?ticket_id=158503
Anonymous assigned this case to Danna Workman
You can use the link to follow progress on this case.