Module 3 Flashcards

(58 cards)

1
Q

It deals with the dimensioning of the elements of highway, such as vertical and horizontal curves, cross sections, truck climbing lanes, bicycle paths, and parking facilities.

A

Geometric Design

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
2
Q

The characteristics of these serve as the basis for determining the physical dimensions of these elements.

A
  1. driver
  2. pedestrian
  3. vehicle
  4. road
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
3
Q

When one considers the diversity of _____________ and ____________ and the interaction of these characteristics with the many elements constituting highway design, it is clear that proper design is a complex procedure that requires numerous compromises.

A
  1. vehicle’s performance
  2. physical dimensions
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
4
Q

It is a complex procedure that requires numerous compromises.

A

Proper design

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
5
Q

True or False. It is unnecessary that design guidelines evolve over time in response changes in vehicle performance and dimensions, and in response in evidence collected on the effectiveness of existing highway design practices, such as relationship between crash rates and various roadway design characteristics.

A

False

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
6
Q

It is important that design guidelines evolve over time in response to what?

A
  1. changes in vehicle performance
  2. changes in vehicle dimensions
  3. evidence collected on the effectiveness of existing highway design practices
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
7
Q

They all rely on a basic understanding of vehicle performance.

A

determination of the length of :
1. freeway acceleration and deceleration lanes
2. maximum highway grades
3. stopping sight distances
3. passing sight distances
4. numerous accident-prevention devices

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
8
Q

What is the fundamental objective of geometric design?

A

to produce a smooth-flowing and safe highway facility, an objective that can be achieved by providing consistent design standard that satisfies the characteristics of the driver and the vehicles that use the road.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
9
Q

It serves a critical function in developing guidelines and standards used in highway geometric design.

A

American Association of State Highway and Transportation Officials (AASHTO)

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
10
Q

Highway design is based on specified design standards and controls which depend on the following roadway system factors:

A
  1. Functional classification
  2. Design hourly traffic volume and vehicle mix
  3. Design speed
  4. Design vehicle
  5. Cross section of the highway, such as lanes, shoulders, and medians
  6. Presence of heave vehicles on steep grades
  7. Topography of the area that the highway traverses
  8. Level of service
  9. Available funds
  10. Safety
  11. Social and environmental factors
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
11
Q

What are the principal factors used to determine the standards to which a particular highway will be designed?

A
  1. Level of service to be provided
  2. Expected traffic volume
  3. Design speed
  4. Design vehicle
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
12
Q

What are the principal elements of a highway cross section?

A
  1. travel lanes
  2. shoulders
  3. medians
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
13
Q

These include median and roadside barriers, curbs, gutters, guard rails, sidewalks, and side slopes.

A

Marginal elements

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
14
Q

The cross section of a typical highway has latitude of variables to consider such as:

A
  1. Volume of Traffic
  2. Character of the Traffic
  3. Speed of the Traffic
  4. Characteristics of motor vehicles and of the driver
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
15
Q

True or False. Highway design usually adopted cross section that is uniform in thickness from end to ed of the improvement. This is acceptable on high volume traffic road facilities.

A

True

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
16
Q

For ____________ traffic facilities, modification of the features like the shoulders width in rough areas are usually employed to reduce costs.

A

low volume

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
17
Q

It is defined as that portion of the roadway between the edge of the traffic lane and the edge of the ditch, gutter, curb or side slope.

A

Road shoulder or verge

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
18
Q

AASHTO requires that its usable pavement width should be strong enough to support vehicles.

A

Road shoulder

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
19
Q

It is provided in all tangent sections of the roadway.

A

Cross slope

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
20
Q

It usually falls in both directions from the centerline of the two-lane highway except where super elevation of curves directs all water towards the inside.

A

Slope

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
21
Q

For high type pavement the crown or slope is often ____ to _____.

A

1% to 2%

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
22
Q

These are strongly recommended because rainwater flows away more rapidly reducing the water thickness on the road pavement.

A

Steeper slopes

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
23
Q

The __________ in one direction of multi-lane highways makes driving comfortable, but with heave rainfall, the water depth increases on the roadway.

A

cross slope

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
24
Q

These are provided on embankments and fills to provide stability for earthworks.

25
They serve as a safety feature by providing a recovery area for out-of-control vehicles.
Side slopes
26
_________ of normal height is safe on a slope of 1:2 ratios. Meaning, the first number represents the horizontal distance while the second number is the vertical distance.
Earth fill
27
It is determined from the estimated traffic volume for the design year (AADT) and highway lane capacity at expected level of service.
number of lanes in a segment of the highway
28
It is the section of a divided highway that separates the lanes in opposing directions.
Median
29
It is the distance between the edges of the inside lanes, including the median shoulders.
width of median
30
It is a defined area between traffic lanes for control of vehicle movement and for pedestrian refuge.
Island
31
True or False. Within an highway, median is considered an island.
False (intersection not highway)
32
It is defined as the longitudinal profile of the highway as a measure how the centerline of the highway rises and fall.
Grade line
33
It appears on a profile taken along the road centerline.
Grade line
34
It is a series of straight lines connected by parabolic vertical curves to which straight grades are tangent.
Grade line
35
These are raised structures made of either Portland cement concrete or bituminous concrete (rolled asphalt curbs) that are used mainly on urban highways to delineate pavement edges and pedestrian walkways.
Curbs
36
These are also used to control drainage, improve aesthetics, and reduce right of way.
Curbs
37
These are usually located on the pavement side of a curb to provide the principal drainage facility for the highway.
Gutters or drainage ditches
38
They are sloped to prevent any hazard to traffic.
Gutters or drainage ditches
39
These are longitudinal barriers placed on the outside of sharp curves and at sections with high fills.
Guard rails
40
Their main functions is to prevent vehicles from leaving the roadway.
Guard rails
41
These are usually provided on roads in urban areas but are uncommon in rural areas.
Sidewalks
42
The provision of ___________ in rural areas should be evaluated during the planning process to determine sections of the road where they are required.
sidewalks
43
It is the total land area acquired for the construction of a highway.
Right of way
44
True or False. In Right of Way, the width should be sufficient to accommodate all the elements of the highway cross section, any planned widening of the highway, and public-utility facilities that will be installed along the highway.
True
45
True or False. Acquisition of land for the right of way is very cheap.
False
46
It is a good practice to acquire ________________ wide enough to sufficiently provide for the ultimate expected development.
right of way
47
It is a three-dimensional problem measured in x, y, and z coordinates.
alignment of a highway
48
It is referred to as the plan view, which is roughly equivalent to the perspective of an aerial photo of the highway.
horizontal alignment of a highway
49
It is represented in a profile view, which gives the elevation of all points measured along the length of the highway (again, with length measured along a constant elevation reference).
vertical alignment of a highway
50
It specifies the elevation of points along a roadway.
Vertical alignment
51
The primary concern of this is establishing the transition of roadway elevations between two grades.
Vertical alignment
52
The transition of roadway elevations between two grades is achieved by means of __________.
vertical curve
53
Vertical curves can be broadly classified into:
1. crest vertical curves 2. sag vertical curves
54
In practice, the vast majority of vertical curves are arranged such that half of the curve length is positioned before the PVI and half after. Curves that satisfy the criterion are called __________________.
equal-tangent vertical curves
55
True or False. One of the most critical concerns in the design of a highway is the provision of adequate driver sight distance to permit a safe stop.
True
56
It is defined as that level of safety that gives drivers sufficient sight distance to allow them to safely stop their vehicles to avoid collisions with objects obstructing their forward motion.
Appropriate level of safety
57
It differs from crest vertical curve design in the sense that sight distance is governed by nighttime conditions because in daylight, sight distance on a this is unrestricted.
Sag vertical curve
58
What is the critical concern for sag vertical curve design?
the length of roadway illuminated by the vehicle headlights