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headway
time difference between one point on front vehicle and same point on rear vehicle
gap
time difference between rear of leading vehicle and front of following vehicle
clearance: distance between rear of leading vehicle and front of following vehicle
flow rate
number of vehicles/time
density
number of vehicles/length
time
mean speed
space
mean speed
fundamental law
q = k*v
occupancy
the fraction of time that a detector is covered by a vehicle
capacity
volume of vehicles at maximum flow rate
greenshields
speed vs. density
demand
number of vehicles that desire to travel past a point during a time period
saturation flow rate
number of vehicles per hour that could cross the line if the signal
remained green all of the time
phase
green interval plus change and clearance intervals
actuated signal
initiation of a change in traffic signal operation when vehicles arrive at intersection
arterial highway
a highway primarily used by thru traffic on a continuous route
collector
connects local roads to arterials
CBD
central business district
NEMA
National Electrical manufacturer association
diamond interchange
is a common type of road junction, used where a freeway crosses a minor road.
LOS
level of service
approach
all lanes moving toward an intersection
traffic calming: is about preserving the function of local street. Goal is to reduce traffic volume, reduce traffic speed, reduce acident
ETC
Electronic Toll Collection
Expressway
divided highway with partial control of access
Grade Crossing
where a highway and railroad cross at same level
HOV
high occupancy vehicle
dropped lane
a thru lane that becomes a mandatory turn lane or exit lane
interchange
interconnecting roadways between two or more highways that don’t intersect at grade
Dual
Arrow Signal Section—a type of signal section designed to include both a yellow arrow and a green arrow.
Edge Line Markings—white or yellow pavement marking lines that delineate the right or left
edge(s) of a traveled way.
interval
part of a signal cycle where signal indications do not change
median
area between two roadways on a divided highway
neutral area
paved area between lines separating entrance or exit ramp
occupant
a person driving or riding in a vehicle
platoon
group of vehicles traveling as a group
right
of
design speed
speed used to determine various geometric design features of a roadway
delineator
vertical objects that direct traffic
auxiliary lane
roadway for weaving, truck climbing or speed change
gore
area immediately beyond the divergence of two roadbeds bounded by edges of those roadbeds
weaving section
length of roadway designed to accommodate two traffic streams merging and dividing within a short distance
freeway
a divided highway with full control of access.
guide sign
a sign that shows route designations, destinations, directions, distances, services,
points of interest, or other geographical, recreational, or cultural information.
trip generation
predicts # of trips originating or destined for a traffic analysis zone
trip distribution
matches tripmakers’ origin to each destination
mode choice
determines what mode of tranpso will be used
route assignment
selection of routes between origins and destinations
traffic analysis zone
unit of geography used in transportation modeling
AADT
annual average daily traffic
FAA
federal aviation administration