These are the most frequently used words in this book.
100
adjustment
analysis
approach
arrival
average
axle
between
braking
capacity
car
coefficient
conditions
curve
cycle
delay
density
departure
design
determine
distance
driver
during
effective
elevation
eq
equal
equation
example
factor
fig
figure
flow
force
freeway
ft
function
given
gives
grade
green
group
highway
horizontal
hour
household
inches
intersection
lane
length
level
load
los
maximum
minutes
model
movements
must
number
pavement
per
performance
phase
point
problem
provide
queue
rate
ratio
research
resistance
road
roadway
route
seconds
section
service
shown
sight
signal
solution
speed
station
stopping
system
table
time
total
traffic
transportation
travel
trips
trucks
two
type
used
values
vehicles
vertical
volume