Pavement Design Factors - Traffic Flashcards

1
Q

List some design factors

A

Traffic
Subgrade strength/stiffness
Pavement material performance
Water and Temperature
Warm asphalt
Wet subgrades

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2
Q

Class 1 Vehicle

A

Short Vehicle

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3
Q

Class 2 vehicle

A

Short Vehicle towing

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4
Q

Class 3 vehicle

A

Two axle truck

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5
Q

Class 4 vehicle

A

Three Axle Truck

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6
Q

Class 5 vehicle

A

Four axle truck

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7
Q

Class 6 vehicle

A

Three axle articulated vehicle

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8
Q

Class 7 vehicle

A

Four axle articulated vehicle

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9
Q

Class 8 vehicle

A

Five axle articulated vehicle

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10
Q

Class 9

A

Six axle articulated vehicle

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11
Q

Class 10 Vehicle

A

B Double

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12
Q

Class 11 Vehicle

A

Double Road Train

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13
Q

Class 12 Vehicle

A

Triple Road Train

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14
Q

Design traffic factors

A

Loads & Frequency
Traffic load distributions
Heavy vehicle number as n% of total traffic

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15
Q

Standard load of Single Axle single tyre SAST

A

53kN

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16
Q

Standard load of single Axle dual tyre SADT

A

80kN

17
Q

Standard load of a Tandem axle, single tyre TAST

A

90kN

18
Q

Standard load of a Tandem axle, dual tyre TADT

A

135kN

19
Q

Standard load of a Tri-axle dual tyre TRDT

A

181kN

20
Q

Standard load of a Quad axle, dual tyre QADT

A

226kN