Operational Effects of Geometric Design Flashcards

1
Q

What is the basis for classifying the highway and street network?

A

Land access and mobility

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2
Q

Road classifications

A
  1. Principal Arterial
  2. Minor Arterial
  3. Major Collector
  4. Minor Collector
  5. Local Road
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3
Q

Context Sensitive Design

A

Create projects that function safely and efficiently and are pleasing to users and neighboring community

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4
Q

Access Control

A

legal limitation or restriction of access to and from properties neighboring highway facilities

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5
Q

A person’s ability to recognize and respond to a situation that may require a decision and action

A

perception-reaction time

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6
Q

What PRT is used for calculating stopping sight distance?

A

2.5 seconds

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7
Q

Vulnerable Road User

A

a road user unprotected by an outside shield

includes pedestrians, bicyclists, person operating a personal mobility device, motorcyclists, etc.

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8
Q

Design speed

A

selected speed used to determine various geometric design features of the roadway

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9
Q

High and low speed design threshold

A

high-speed: 50 mph or greater
low-speed: 45 mph or less

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10
Q

Driver eye height

A

3.5 feet

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11
Q

Target height (SSD)

A

2 feet

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12
Q

Target height (PSD)

A

3.5 feet, represents upper portion of opposing car

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13
Q

L=KA

A

L = length of vertical curve (ft or m)
K = horizontal distance to affect one percent change in grade
A = absolute value of algebraic difference in grades (percent)

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14
Q

What criteria are used to establish length of sag vertical curves?

A

headlight sight distance
passenger comfort
drainage control
general appearance

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15
Q

Headlight height (sight distance for sag vertical curve)

A

2.0 feet

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16
Q

What is the desired clear zone for a high-speed, high functional class roadway with level roadside slopes and tangent alignment?

A

30 feet

17
Q

Recoverable slope

A

1V:4H or flatter
1V:6H preferred on high speed roads

18
Q

Non-recoverable slope

A

1V:4H to 1V:3H

19
Q

Critical slope

A

Steeper than 1V:3H, may result in overturning

20
Q

System interchange

A

Connects two controlled-access highways or freeways, no at-grade intersections at ramp terminals

21
Q

Service interchange

A

Connect a higher functional class roadway to a lower functional class roadway, may have at-grade intersections at ramp terminals

22
Q

Criteria for choosing between and interchange or an at-grade intersection

A
  • design designation
  • reduction of bottlenecks or spot congestion
  • improve safety
  • site topography
  • road-user benefits
  • traffic volume warrant