Intersection Design
Capacity and LOS
Traffic Flow
Highway Elements
Signs and Pavement Markings
100

the separation of conflicting traffic movements into definite paths of travel by traffic islands of pavement markings.

channelization

100

the maximum hourly rate at which persons or vehicles can reasonably be expected to traverse a point or uniform section of a lane or roadway during a given time period under prevailing roadway, traffic and control conditions.

Capacity

100

denoted a "k", is the number of vehicles traveling over a unit length of highway at an instant in time.

density

100

This type of design alignment includes straight (tangent) of the roadway and the circular curves that connect their change in direction.

horizontal alignment

100

Color used for temporary construction markings both applicable for signs and pavement markings

orange

200

occurs where two paths interact or cross.

conflict points

200

qualitative description of how a certain facility is performing.

Level of service

200

the difference between the time the front of a vehicle arrives at a point on the highway and the time the front of the next vehicle arrives at that same point.

time headway

200

This type of design alignment includes straight (tangent) highway grades and the parabolic curves that connect these grades

vertical alignment

200

background color used for recreational type of traffic signs with main purpose for tourist and cultural sites

brown

300

a type of traffic circle that are usually greater than 300ft, with a minimum horizontal deflection of the path through the traffic

rotaries

300

The highest hourly volume within a 24 hour period

hourly volume

300

the arithmetic mean of the speeds of vehicles passing a point on a highway during an interval of time.

Time mean speed

300

This principal element of a highway cross section is always contiguous with the traveled lane to provide an area along the highway for vehicles to stop when necessary.

shoulders

300

These markings are often used to guide traffic into the right turning lanes separated by an island, such as a corner island at a signalized intersection.

Chevron Markings

400

A category of intersection which is commonly know as interchanges.

Grade-separated with ramps

400

The peak 15 minute flow enlarged to an hourly value, also known as design hourly volume. Provide formula

service flow. SF = V/V15

400

the harmonic mean of the speeds of vehicles passing a point on a highway during an interval time.

Space mean speed

400

This part of a road cross section is where the pavements on straight sections of two-lane and multilane highways without medians are sloped from the middle downward to both sides of the highway

cross slopes

400

Is a type of thermoplastic lane marking designed to aid and provide motorist with visual, audio, and motion warnings on the road.

rumble strips

500

How many merging and diverging points does a four-leg intersection has? (give 2 answers)

8 merging points and 8 diverging points

500

The ratio of the hourly volume to the peak 15 minute flow enlarged to an hourly value. Provide formula

Peak hour factor PHF = V/(V15 x 4)

500

the general equation relating flow, density, and space mean speed

q = k us (us = space mean speed)

500

This highway element is provided on the embankments and fills to provide stability for earthworks. They also serve as a safety feature by providing a recovery area for out of-control vehicles.

side slope

500

“No Parking” is a traffic sign classified under what type?

Regulatory