TT&D Report - Active Timing Plan controls Design Speeds
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File with two timing plans:
1) AM Peak (which includes school zone reduced speeds)
2) PM Peak (no speed reductions)
Many trip logs for both timing plans saved in this file.
If currently viewing the AM Peak time-space diagram and select 'view tt&d report for this artery', I can select any of the trip logs to create a report. If I select a PM Peak trip log, the report uses the reduced speeds of the AM Peak timing plan (I'm guessing since it is the active plan).
I verified that the PM trip log is assigned it to be visible in 'PM timing plan' only. The PM trip log is not plotted in the AM time space diagram which seems to be working correctly.
Is there a way to hide all timing plans that are not visible in the currently selected timing plan during the trip log selection step of 'view tt&d report for this artery' to eliminate this situation?
I was trying to save some time while generating a lot of reports for different arterials in the file when I realized the PM reports were using the AM speeds...my delays looked great though! That's what caught my eye...negative delays between intersections = exceeding design speed.
1) AM Peak (which includes school zone reduced speeds)
2) PM Peak (no speed reductions)
Many trip logs for both timing plans saved in this file.
If currently viewing the AM Peak time-space diagram and select 'view tt&d report for this artery', I can select any of the trip logs to create a report. If I select a PM Peak trip log, the report uses the reduced speeds of the AM Peak timing plan (I'm guessing since it is the active plan).
I verified that the PM trip log is assigned it to be visible in 'PM timing plan' only. The PM trip log is not plotted in the AM time space diagram which seems to be working correctly.
Is there a way to hide all timing plans that are not visible in the currently selected timing plan during the trip log selection step of 'view tt&d report for this artery' to eliminate this situation?
I was trying to save some time while generating a lot of reports for different arterials in the file when I realized the PM reports were using the AM speeds...my delays looked great though! That's what caught my eye...negative delays between intersections = exceeding design speed.