Transportation Analysis Clause Samples

Transportation Analysis. Consultant or their sub-consultant shall perform a transportation evaluation for the project area to assist the Consultant in determine road alignment, traffic control devices (stop signs vs. roundabouts), turn pocket locations, and intersection improvements. Traffic studies shall be developed in coordination with City’s Project Manager. Consultant shall collect the following traffic data: • One 24-hour vehicle count (including vehicle classifications and travel speed) along Brown Road. • AM (7:00 to 9:00 a.m.) and PM (4:00 to 6:00 p.m.) peak hour turn movement counts at the following intersections: o SW Wilsonville Road/▇▇ ▇▇▇▇▇ Road o ▇▇ ▇▇▇▇▇ Road/SW Camelot Street o ▇▇ ▇▇▇▇▇ Road/SW Parkwood Lane • Crash data from (most recent 5 years of data) • Other Consultant shall conduct AM and PM peak traffic analysis for both existing conditions and future conditions (approximately 20 years in the future) at the following locations: • SW Wilsonville Road/▇▇ ▇▇▇▇▇ Road • ▇▇ ▇▇▇▇▇ Road/SW Camelot Street • ▇▇ ▇▇▇▇▇ Road/SW Parkwood Lane Future traffic volumes must be based on the currently approved City of Wilsonville travel demand model. Capacity analysis must be based on current Highway Capacity Manual (“HCM”) methodology.

Transportation Analysis. ▪ We will describe study intersections, which are assumed to be: ▇▇▇▇ ▇▇▇▇▇▇/▇▇▇▇▇▇▇▇ ▇▇▇▇▇▇▇▇▇, 22nd Avenue/East 15th Street, 22nd Avenue/International Boulevard, 22nd Avenue/East 12th Street, 23nd Avenue/Foothill Boulevard, 23nd Avenue/East ▇▇▇▇ ▇▇▇▇▇▇, ▇▇▇▇ ▇▇▇▇▇▇/▇▇▇▇▇▇▇▇▇▇▇▇▇ ▇▇▇▇▇▇▇▇▇, and ▇▇▇▇ ▇▇▇▇▇▇/▇▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇. ▪ We will use the latest available weekday traffic counts conducted at the eight study intersections between 7:00-9:00 AM and 3:00-6:00 PM. Any counts conducted during the Covid-19 pandemic will be adjusted to reflect pre-pandemic levels when nearby schools are in session. Adjustments will be based on pre-pandemic traffic levels for nearby roadways and intersections. Additional traffic counts will be collected at the study intersections, as appropriate. ▪ We will compile intersection traffic count data and prepare maps illustrating the counts. ▪ We will estimate intersection service levels based on methodologies from the Highway Capacity Manual and using Synchro software. We will estimate each intersection’s current level of service, volume-to-capacity ratio, and average motorist delay. ▪ We will estimate the project’s potential vehicle trip generation based on rates from the Institute of Transportation Engineer’s (ITE) Trip Generation Manual. ▪ We will estimate the project’s potential transit, bicycle, and walking trips based on the City of Oakland’s Transportation Impact Review Guidelines (TIRG). ▪ We will estimate vehicle trip distribution patterns based on predicted student and faculty/staff trip origins. ▪ We will include maps depicting estimated vehicle trip distribution patterns and assigned project vehicle trips at study intersections. Maps will be prepared for project only trips and for existing plus project trips. ▪ We will estimate existing plus project intersection service levels based on methodologies from the Highway Capacity Manual and using Synchro software. We will estimate each intersection’s level of service, volume-to-capacity ratio, and average motorist delay. ▪ We will determine the project’s compliance with ACTC’s Congestion Management Program (CMP). It is assumed that the project would generate fewer than 100 vehicle trips during the weekday PM peak hour and thus a CMP compliance analysis would not be expected. If it is estimated that the project would generate 100 or more vehicle trips, a CMP compliance analysis would be prepared for an addition fee. ▪ We will conduct a circulation analysis for the site, focusi...

Transportation Analysis. A2.10-1 Growth Scenario Evaluation

Transportation Analysis. 5.7.1 Prepare a transportation analysis including 4606 road re-route as a connected action or as part of the proposed action. Transportation analysis to include mileage of road that would be removed, added, or realigned from the FS road system as well as any traffic impacts.

Transportation Analysis transportation analysis to analyze intersection lane configuration needs at the 15th Street/▇▇▇▇ Market Road intersection. Specific objectives of this task will be to evaluate various intersection layout options to assess the sufficiency of long-term vehicular capacity they provide. Traffic counts were previously collected at the 15th Street/▇▇▇▇ Market Road intersection as part of the ▇▇▇▇ Market Overcrossing project. This evaluation will utilize those counts. To accomplish this task, the Consultant shall: • Request the most recent 5-year crash data from ODOT at the study intersection and any serious or fatal crashes along ▇▇▇▇ Market Road & 15th Street in the study area. Consultant shall summarize data and identify sites on the Safety Priority Index System (“SPIS”), intersections that exceed critical crash rates, and crash patterns. • To assess potential modifications of adjacent access points, the following additional counts will be collected: PM (4-6 PM) peak period traffic counts at up to three study intersections: o Reed Market Rd/Expressway Driveway o 15th Street/Larkspur Park Driveway o Reed Market Road/ Larkspur Park Driveway • Consultant shall perform an existing operational analysis at each study intersection. The operational analysis should include: o LOS

Transportation Analysis. If applicable, a transportation analysis should be prepared by the applicant, which includes the total trips generated by the project and the distribution of trips onto adjacent streets. Institute of Traffic Engineers (ITE) trip generation rates or another approved source shall be used for the basis for trip generations. If the number of daily trips projected to travel adjacent streets is greater than 5% of the Level of Service “C” capacity of said street, a detailed traffic analysis shall be provided.