Module 4 Flashcards

(32 cards)

1
Q

These are series of elevation along the baseline at some point specified repetitive station interval.

A

Profiles

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2
Q

It is the process of determining the elevation of points at regular stations along a definitely located centerline of a highway.

A

Profile Leveling

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3
Q

It is plotted in a cross-section paper ruled with vertical and horizontal lines.

A

Profile

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4
Q

It provides the basis for measuring the operating performance of highways.

A

Analysis of vehicle traffic

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5
Q

It can be characterized by a number of different operational performance measures.

A

Traffic streams

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6
Q

It is the flow of vehicles on a highway.

A

Traffic streams

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7
Q

It is a traffic stream that operates free from the influence of such traffic control devices as signals and stop signs.

A

Uninterrupted flow

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8
Q

This type of traffic flow is influenced primarily by roadway characteristics and the interactions of the vehicles in the traffic stream.

A

Uninterrupted Flow

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9
Q

Freeways, multilane highways, and two-lane highways often operate under this flow condition.

A

Uninterrupted flow

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10
Q

It is a traffic stream that operate under the influence of signals and stop signs.

A

Interrupted flow

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11
Q

It is often measured over the course of a hour, in which case the resulting value is typically referred to as volume.

A

Row

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12
Q

It is generally understood that the corresponding value is in units of vehicles per hour.

A

Volume

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13
Q

It is more generalized to account for the measurement of vehicles over any period of time.

A

Flow

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14
Q

It is usually based on the peak 15 - minute flow within the hour of interest.

A

Analysis flow rate

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15
Q

It is the time between the passage of the front bumpers of successive vehicles, at some designated highway point.

A

time headway

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16
Q

It is the arithmetic mean of the vehicle speeds observed at some designated point along the roadway.

A

Time-mean speed

17
Q

It is more useful in the context of traffic analysis and is determined on the basis of the time necessary for a vehicle to travel some known length of roadway.

A

Space-mean speed

18
Q

They describe characteristics specific to individual pairs of vehicles within the traffic stream.

A

microscopic measures

19
Q

These are measures describe the traffic streams as whole, such as flow, average speed, and density.

A

macroscopic measures

20
Q

The traffic hazard to life in a community is commonly expressed as the number of traffic fatalities per 100 000 populations

A

Death Rate on Population Basis

21
Q

Another measure of exposure to accidents lies in the motor vehicle registration in a state or community; hence death rate is often expressed as deaths per 10 000 vehicles registered.

A

Death Rate on a Registration Basis

22
Q

The true exposure to accidents is probably more nearly approximated by the miles of travel by motor vehicles than by either the population or the registration.

A

Death rate on Mileage Basis

23
Q

The capacity of any element of the highway system is the maximum number of vehicles with reasonable expectation passing over the section (either one or both directions) during a given time period under prevailing roadway and traffic conditions.

A

Highway capacity

24
Q

Where traffic flow is likely to continue without breakdown and serious compositions. It follows that at capacity, the quality of level of service is far from idea.

A

Maximum Volume

25
Capacity is stated in passenger cars per hour. Truck and buses in the traffic stream can decrease the road capacity substantially.
Number of Verhicles
26
Values for capacity cannot be determined exactly due to the many variable that affect traffic flows, particularly at high volumes. Assigned values for capacity are more of probability rather than certainties.
Reasonable Expectations
27
Traffic is one direction flows independently from that of the other. On the other hand, on two and three lane roads there are interactions between traffic in the two directions and these affect traffic flow and capacity.
One Direction Against Two Directions
28
Traffic volumes and capacity are stated in vehicles per hour but traffic flow does bot vary uniformly with time, volume and capacities. This variation within an how is expressed by a peak hour factor (PHF).
A Given Time Period
29
This factor which is less or equal to one in the quotient of the hourly volume divided by the shorter period volume multiplied by the number of periods in an hour.
Peak Hour Factor
30
This includes physical features that affects capacity like lane and shoulder width, sight distance and grades.
Prevailing Roadway and Traffic Conditions
31
It also reflects changes in the character of the traffic stream.
Prevailing Roadway and Traffic Conditions
32
It is weather related conditions that affect capacity such as rain, fog, smog, or wind.
Ambient Condition