6: AOP - Transportation Planning Flashcards
ITE’s “Parking Generation”
Medical: .10 - .75 parking spaces per employee employee
LOS (level of service) - 3 main measures
Density in cars per mile per lane, space mean speed, and the demand flow rate to capacity ratio.
LOS (level of service ratings)
FFS (Free-flow speed)
A: Unimpeded FFS. Vehicles maneuver with no obstruction. Any negative incidents or conditions don’t impact motorists.
B: FFS is maintained, and motorists are only slightly restricted from being able to maneuver between lanes.
C: Driver speeds are near the FFS. Any blockages / incidents are likely to cause queues.
D: Density increase faster, speed begins to decline. There’s limited ability for drivers to maneuver.
E: Traffic operating at near capacity. Any incident causes traffic breakdowns & major queues.
F: Breakdown of traffic and unstable flow resulting from bottleneck at a downstream point. Ratio of demand to capacity exceeds 1.00.
Trip Generation
The number of trips that a particular site is likely to generate.
Byproduct of land use and intensity of use, factors which “induce” people to travel.
Depends also on: characteristics of the journey, trip purpose, and socioeconomic characteristics of the person making the trip.
Origin-Destination Survey
Used to determine trip generation.
Will set up roadblocks along major routes. Cars stopped asked questions about where they are coming from and where they are going.
Imaginary line that denotes boundary of study area = Cordon line.
Cross tabulation models
Can be used to determine trip generation.
Allow for estimates of trip generation rates based on land use type, purpose, or socioeconomic characteristics.
How many daily trip ends for every 1000 SF of general office space?
10
How many daily trip ends for per single family residential dwelling?
9
How many daily trip ends for per apartment unit?
7
How many daily trip ends for per 1000 SF of shopping center space?
38
How many daily trip ends for per 1000 SF of light industrial development?
5
Trip distribution
Examines where people are going.
Region divided into traffic zones. Trip distribution information generally provides information on how many trips are made between each zone and every other zone.
Also provides information on trip distances, time and cost, nature of the trip, socioeconomic characteristics, and nature of the transportation system.
Gravity model
Used to provide trip estimates based on the proportional attractiveness of the zone & inversely proportional to the trip length.
Modal split
Deals with how people get to where the want to go & the form of transportation they use.
AADT
Average Annual Daily Traffic - amount of traffic on a roadway in a 24 hour period, averaged over a year.
Peak Hour Volume
Hourly traffic during the peak period
Seasonal Hour Volume
Peak hour volume during different seassaons
Design Hour Volume
Capacity of the roadway to handle traffic.
Traffic assignment (Trip assignment)
Allows us to use network models to predict the distribution of traffic for each roadway (the routes that will be used) by the hour. Peak volumes can be compared with DHV to see which (if any) roadways are going to experience traffic over their design capacity aka where the congestion is going to occur.
Vehicle Miles Traveled (VMT)
Measure of vehicular mobility obtained from travel inventories. VMT is a function of many factors (including topography, population density, travel distances between home & other daily destinations, and the availability of mass transit).
HIGH VMT = more vehicles are on the road to meet growing demands.
Can also mean that trip origins and destinations are getting farther apart and travel times are becoming longer.
Road Design - types of roads
Local / residential streets: serve local land uses.
Collectors: funnel traffic from local streets to arterials.
Arterials: Major through roads that carry a large traffic volume. Divided into major and minor arterials and rural and urban arterials.
Origin of roadway standards
Traced to Federal Highway Administration studies following WWII.
What is “Good” was based on “new” subdivision designs.
These standards are often too wide for most local streets, only advantageous if there is a lot of traffic and no off-street parking.
Typical local street standards
- 500-foot max tangents
- Use of stop signs or speed bumps to reduce vehicle speed.
- 150 feet between intersections.
- Clear sight distances of 75 feet.
AV related improvements
Only 41% of U.S. Roads meet the requirements for a “good ride” as scored according to the International Roughness Index.
These bad quality roads are bad for AVs.
Street patterns:
- Grid, street pattern common in ancient cities & advocated by New Urbanist planners for facilitating ped access (classic grid, curved block grid, curved grid)
- Loop streets with max & min depth standards
- Cul-de-sacs with max length & min radius standards of 400-450 feet long & 40-foot turn around radius
- Plaza & hammerhead street style, usually insufficient for vehicular turnaround.
Min gradient in most areas ins .5%, cold winters max gradient is 5%, 8% for areas with mild winters.
Highway Capacity Manual
Published by Transportation Research Board
Provides concepts, guidelines, and procedures for computing highway capacity and quality of service based on road type.