Traffic Counts. 33.01 A bonus of fifty (50¢) cents per hour shall be paid for all full traffic counts requested by the Corporation using any means other than the electronic fare box.
Traffic Counts. The DEPARTMENT will provide all traffic data.
Traffic Counts. Traffic counts shall reflect normal and/or peak hour traffic conditions, as determined by the Planning Director.
Traffic Counts. W-Trans crews would be available to perform machine and turning movement counts as needed for analyses. The cost for this type of work is highly dependent upon the number of locations and would normally be part of some other type of analysis such as speed surveys, neighborhood issues, etc.
Traffic Counts. ODOT will conduct 4-hour PM peak period (2-6 PM) counts of the following intersections: OR66/Normal Ave (only needed if a plan alternative will include formalization of the Normal Avenue railroad crossing) East Main/Clay East Main/Xxxxxx Creek Road Counts must include vehicular traffic by type, pedestrian movements, bicycle, wheeled pedestrians (wheelchairs, skateboards, etc.), and whether bicyclists are wearing helmets. Counts must use 15- minutes intervals over the entire period. Counts should be taken when school is in session and avoid any holiday weeks (September-May). ODOT will submit traffic counts, recordings, and related data to WOCPM, City, and the Rogue Valley Metropolitan Planning Organization (RVMPO).
Traffic Counts. City and ODOT will provide Traffic Counts, pre-existing counts taken in September and October of 2009. All intersection traffic counts in addition to vehicular traffic, include pedestrian movements (with or without marked crosswalks), bikes, and wheeled pedestrians (i.e.: wheelchairs, skateboards). All 16-hour counts use 15-minute intervals in the 6-9 AM and 2-6 PM periods. All 4-hour counts use 15-minute intervals. For the I5 mainline, Consultant shall use volume and classification data from: xxxx://xxx.xxxxxx.xxx/ODOT/TD/TDATA/tsm/tvt.shtml. 16-hour classification traffic counts were taken at the following intersections (early September after Labor Day, 2009): o OR66 & I5 Exit 14 Northbound ramps o OR66 & I5 Exit 14 Southbound ramps o OR66 & Main Street/Oak Xxxxx Drive o OR66 & Xxxxxx Creek Road o OR66 & OR99 o OR99 & Xxxxxx Creek Road o OR99 Northbound & Main Street o OR99 Southbound & Main Street o OR99 & Valley View Road 4-hour 2 – 6 PM Peak Hour traffic counts were taken at the following intersections (early September after Labor Day, 2009): o OR66 & Dead Indian Memorial Road o OR66 & Washington Street o OR99 & Mistletoe Road o OR99 Northbound & Oak Street o OR99 Southbound & Oak Street o OR99 & Xxxxxx Street/Xxxxx Street o OR99 & Maple Street o OR99 & Xxxxxx Street o Tolman Creek Road & Mistletoe Road o Granite Street & Xxxxxxx Way/Nutley Street o Hersey Street & Oak Street o Nevada Street & Oak Street 16-hour classification traffic counts were taken at the following intersections (early October, 2009): o Mountain Avenue & Main Street o Main Street & Xxxxxx Avenue 4-hour 2 – 6 PM Peak Hour traffic counts were taken at the following intersections (in early October, 2009): o OR66 & Xxxxxx Street o OR99 & Xxxxxx Street o OR99 & Mountain Avenue x Xxxxxx Street & Iowa Street o Mountain Avenue & Ashland Street o Mountain Avenue & Iowa Street o Mountain Avenue & Xxxxxx Street o Midblock pedestrian crossing on OR99 between Palm & Garfield Streets o Midblock pedestrian crossing on OR99 between Xxxxx Street and Mountain Avenue
Traffic Counts. The Consultant will provide traffic count data for existing conditions, growth factors for forecasting, and forecast data, including: Existing Conditions & Forecast Data:AADT DHV (2-way) DDHV % Trucks Turning Volumes Year: Present Estimated Time of Construction Completion (ETC) ETC + 1 O years ETC + 20 years (volume projections for air analysis only) The Consultant will forecast and provide design year volumes according to the policy in Appendix D of the NYSDOT Scoping Procedure Manual, and will explain the basis for the design year selection. The Consultant will provide flow diagrams for appropriate peak periods (e.g., am, noon, pm) showing existing and design year volumes on the mainline, on each approach of all intersections, and at major traffic generators. The Consultant will perform a Traffic Signal Warrant Study and submit to NYSDOT based on 100% and 70% warrants to justify that the intersections meet the criteria.
Traffic Counts. Assume proposed traffic operations are based upon the traffic data included in the DAD. No new traffic counts will be obtained, or analyses performed.
Traffic Counts. The Consultant will use existing traffic count data for existing conditions, growth factors for forecasting, including: Existing Conditions: AADT; DHV (2-way); DDHV, % Trucks The Consultant will compute forecast data, including: Year: Present Estimated Time of Construction Completion (ETC) ETC + 10 years ETC + 20 years ETC + 30 years The Consultant will forecast and provide design year volumes according to the policy in Appendix 5 of the NYSDOT Project Development Manual, and will explain the basis for the design year selection.
Traffic Counts. Although not required immediately, the Consultant shall be prepared to provide traffic counts if requested by the Project Director. For initial purposes the Consultant should include resources to provide up to one full day of traffic counts at two standard diamond interchanges.
