26. Type of Pavement Flashcards

1
Q

What are the 3 purposes of pavement?

A

Load support: stiffer than the material underneath it, so better at resisting loads
Smoothness: can be placed and maintained smoother, improving comfort and costs
Drainage: quick and efficient drainage which prevents mud and ponding

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2
Q

What are the 3 types of pavement?

A

Flexible (asphalt), composite, rigid (concrete)

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3
Q

Flexible pavement:
Surface and Binder courses

A

Top layer, and layer that comes into contact with traffic. Composed of 1 or several HMA sublayers

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4
Q

Flexible pavement:
Base course

A

Layer directly below surface course, generally consists of aggregate

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5
Q

Flexible pavement:
Subbase course

A

Layer or layers under base layer

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6
Q

Prime coat

A

Liquid asphalt applied to absorbent surface, used to bind granular base to HMA, must penetrate into granular layer to plug voids

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7
Q

Tack coat

A

Very light application of liquid asphalt, used to ensure bond between layers
Requirements: thin, uniform cover, allowed to cure before HMA placed

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8
Q

Advantages to flexible pavements

A

Adjusts to limited differential settlement, easily repaired, can always add additional thickness, quieter, smoother, great range of temperature, non-skid properties

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9
Q

Disadvantages to flexible pavement

A

Loses flexibility and cohesion with time, and needs resurfacing more often

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10
Q

Flexible pavement applications

A

Traffic lanes, auxiliary lanes, ramps, parking areas, frontage roads, shoulders

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11
Q

Rigid pavement applications

A

High volume traffic lanes, freeway, freeway connections, exit ramps, bus stops, high volume intersections

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12
Q

Rigid pavement:
Surface course

A

Top layer, consists of PCC slab

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13
Q

Rigid pavement:
Base course

A

Layer directly below PCC, generally aggregate or stabilized subgrade

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14
Q

Rigid pavement:
Subbase course

A

Layer or layers under base course (not always needed)

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15
Q

Rigid pavement:
Reinforcements

A

Reinforcing steel
Dowel bars: used at transverse joints
Tie bars: hold slabs at longitudinal joints

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16
Q

Rigid pavement:
Joints

A

Purposefully placed discontinuities
Contraction, construction, expansion
Either sawed in after PCC placed or by formwork beforehand

17
Q

Rigid pavement:
Contraction joints

A

Control cracking from shrinkage, thermal contraction, and moisture or thermal variation
Either transverse or longitudinal direction

18
Q

Rigid pavement:
Construction joints

A

Separate successive construction activities, can be planned to coincide with other joints

19
Q

Rigid pavement:
Expansion/Isolation joints

A

Expansion - permits thermal expansion without damaging adjacent slabs or structures
Isolation - permits independent movement without causing any damage

20
Q

Load transfer (LT)

A

Distribution of load across discontinuities
LT = unloaded/loaded
Done using aggregate interlock, dowel bars, reinforcing steel

21
Q

JPCP

A

Jointed plain concrete pavement
No steel mesh, use tie bars, granular or stabilized base, most common rigid pavement

22
Q

JRCP

A

Jointed reinforced concrete pavement
Steel mesh (0.1-0.2% cross-sectional area), contraction joints with dowels, granular or stabilized base

23
Q

CRCP

A

Continuously reinforced concrete pavement
Reinforcement (0.5-0.8% cross-sectional area), granular or stabilized base

24
Q

Advantages of rigid pavement

A

Good durability, long service life, withstand flooding and subsurface water

25
Disadvantages of rigid pavement
May lose non-skid surface, needs even subgrade with uniform settling, may fault at transverse joints
26
Composite pavements
Made from HMA and PCC, PCC provides string base while HMA provides smooth and non reflective surface, very expensive
27
What type of pavement does NS mostly consist of?
Flexible pavement (asphalt)
28
What is lean concrete?
Recycled old concrete