Transportation Planning Flashcards
Number of trips that a particular site is likely to generate.
Byproduct of land use AND intensity of use AKA factors that INDUCE travel demand.
Propoensity for trips also depends on characteristics of the journey, trip purpose, and socioeconomic characteristics of the traveler (income, age, auto ownership).
Trip Generation
This type of trip generation method uses a survey and sets up road blocks along major routes.
Cordon line = imaginery line between study area and non-study area.
Cars within cordon line can be stopped and asked about origin and destination.
Origin-Destination Survey
This type of model estimates trip generation based on land use type, purpose, or socioeconmic characterstics.
Become less valid with age (data loses accuracy).
Local surveys not always availailable due to time/money, instead, accepted/published rates are usable but may have erros and should be considered an estimate.
Ex.
1. 10 daily trip ends per 1,000 sq. ft. of general office space.
2. 9 daily trip ends per SFR.
3. 7 daily trip ends per apt.
4. 38 daily trip ends per 1,000 sq. ft. shopping center.
5. 5 daily trip ends per 1,000 sq. ft. of light industrial.
Cross Tabulation Methods
Phrase for the origin or destination point of a journey.
Trip End
Examines where people are going.
Divides an area into traffic zones and studie how many people travel between each zone and every other zone.
Obtains info on trip distance, time, cost, nature of the trip, socioeconomic characteristics, and nature of your transportation system/options.
Trip Generation
This model is used to provide trip estimates based on the proportional attractiveness of the zone AKA it’s ________ “pull” and, inversely, proportion to the trip length.
Gravity Model
Data gatherin on how people get places (form of transportation). Cars, transity, bikes, walking, etc.
Use datat to estimate how many vehicles need to get from one place to another.
Modal Split
This is the amount of daily traffic on a roadway in a 24-hour period, averaged over a year.
Average Annual Daily Traffic (AADT)
The measure of hourly traffic during the peak period.
Peak Hour Volume
Peak hour volume during different seasons.
Seasonal Hour Volume
Capacity of a roadway to handle traffic.
Design Hour Volume (DHV)
Measure of vehicular mobility obtained rom travel inventories.
Function of many factors - topography, population density, travel distance betwen home and daily destinations, and availability of mass transit.
High ______ indicates more vehicles on the road to meet demands. Also means trip origins and destinations are getting farther apart and travel time and mileage goes up.
Vehicle Miles Traveled (VMT)
Road Design Notes
Functional classification system groups rights-of-way into classes/systems according to their character of service.
Local/residential = serves local uses only.
Collector = funnel traffic from local to arterial.
Arterial = major, minor, rural, and urban. Designed to carry large traffic volume.
Typical (but outdated) road standards…
1. 500-foot maximum tangents. Increae with speed.
2. Use of stop signs or speed bumps to reduce speeds.
3. 150 feet between intersections.
4. 75-foot clear sight distances.
Only 41% of U.S. roads are a “good ride”
Cul-de-sacs typically have 400-450 length and 40-foot radious bulbs.
Minimum road gradient is 0.5%. 5% in cold areas. 8% in mild areas.
Document published by the Transportation Research Board.
Provides concepts, guidelines, and procedures for computing highway capacity/quality of service based on road type.
Highway Capacity Manual
Metric that ranges from A to F.
A = free flowing traffic.
F = heavy traffic congestion w/ severely reduced traffic speeds.
Level of Service (LOS)
Legislation passed in 1944 by FDR.
65,000 KM (40,000 miles) of interstate highways proposed.
Highways (selected by state highway departments), authorized by highway system but no funding provided.
Federal-Aid Highway Act
Agency responsible for implementing the highway system.
Authorized $25 million for highway construction (1952). $175 million implemented (1954).
Public Roads Administration (PRA)
Major funding for federal highway construction.
$25 billion between 1957-1969.
Federal-Aid Highway Act (1956)