Traffic Controls
Vertical Curves
Horizontal Curves
Grab Bag
Pavements
100

This is the color used for navigation and guidance signs

Green

100

Vertical curves are represented by this geometry

Parabola

100

This is the maximum superelevation allowed when snow or ice are likely

0.08

100

This four-letter acronym describes what drivers go through when they need to react to a changing condition.

What is PIEV?

100

These are the three layers of flexible pavement.

Hot-mix asphalt, base, and sub-base

200

A period in a cycle when no indications are changing

Interval

200

Stopping sight distance for this curve is based on a headlight's vertical sweep angle

What is a sag vertical curve?

200

This is the station where the curve begins

Point of Curvature

200

The primary through movements of an intersection signal timing have these phase numbers.

2 and 6

200

These are the two kinds of pavements

Flexible (asphalt) and rigid (Portland cement)

300

This the spacing that more people will accept than reject when using the minor approach at an unsignalized intersection.

Critical Gap

300

True or false: The vertical point of intersection (VPI) is at the high or low point of the curve

FALSE

300

This is the station where the tangent lines cross

Point of Intersection (PI)

300

This traffic control device allows for multiple simultaneous movements with very little maintenance, but some people don't like them for some reason

What are roundabouts?

300

This is the term for the allowable pavement deterioration used in the flexible pavement design method.

Delta PSI
400

An intersection should meet one of these to be considered for a signal

A warrant

400

These are the units of grade in the vertical curve equations.

What is rise over run? (Need to take % * 0.01)

400

This coefficient is about 1/3 of its stopping counterpart

f_s: the coefficient of side friction factor

400

This graph can be used to evaluate traffic signal progression on a corridor

What is a time space diagram?

400

A measure for a vehicle's impact on the pavement

Truck factor, or EALF

500

The parameter used to determine if a stop or yield sign is necessary at an approach

Critical Approach Speed

500

Stationing on vertical curves is on this basis.

What is the horizontal line?

500

This is the distance that needs to be kept clear on a horizontal turn

M_s: Middle Ordinate for sight

500

This exists when it is impossible to either stop or safely proceed through an intersection when the light changes yellow.

Dilemma zone

500

This coefficient describes the strength of the underlying soil or pavement layer.

Resilient modulus
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