Peak Period Turning Movement Counts Sample Clauses

Peak Period Turning Movement Counts. Turning movement count (TMC) data will be needed for the signal optimization modeling. For major project intersections, it is assumed that TMC data will be required for the weekday AM and PM peaks. For some of those intersections, TMCs will also be made during the weekday midday peak. For some minor intersections, it is assumed that new TMC counts will not be needed because the appropriate minor-street split times can be determined from 24-hour machine counts made on the minor approachs. It is also assumed that TMC counts for the Saturday peak will be needed only for selected intersections. This will include intersections near significant retail activity and plus some other major signals to provide geographic coverage of the entire project area. For budgetary purposes, it is assumed that TMCs will be made as shown in attached Exhibit B. However, it is understood and agreed that these locations may be changed (with the Client’s consent) as long as the maximum number of TMC periods counted does not exceed the total shown in Exhibit B. For each time period, 90 minutes (i.e. six consecutive 15-minute periods) will be counted and the peak hour (highest 60 minutes) will then be extracted. In all cases, the TMC data will be tabulated by 15-minute increment, by approach direction (e.g., northbound), and by turning movement (e.g., left, straight, or right). For each corridor, the beginning and ending times of the counts will be determined from the recording machine count data.
Sample 1
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