Hot-Mix Asphalt Paving Handbook, 2000 Flashcards

(56 cards)

1
Q

What improves rutting resistance in the mix?

A

The rougher the texture of the aggregate.

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2
Q

What is the ‘one third’ rule for nominal maximum aggregate size?

A

If nominal max aggregate size exceeds 1/3 of compacted pavement layer thickness, surface texture may be reduced.

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3
Q

What is an advantage of method specifications?

A

They offer an advantage when a measure of quality is difficult to define.

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4
Q

List two disadvantages of method specifications.

A

1) Contractors may not use economical procedures.
2) Inspection is labor-intensive.

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5
Q

What happens if product quality is poor under method specifications?

A

Contractor has no legal responsibility to improve it.

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6
Q

Who assumes specification risk under method specifications?

A

The agency

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7
Q

What is the greatest advantage of QC/QA specifications to agencies?

A

They place responsibility for quality on the contractor or producer.

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8
Q

What is the primary advantage of QC/QA specs to both agency and contractor?

A

Risks to both parties can be quantified and balanced.

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9
Q

Who performs QC testing and who is responsible for QA?

A

The contractor performs QC; the owner agency is responsible for QA.

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10
Q

Purpose of counter-flow drum mix plant design?

A

To improve heat transfer and reduce emissions.

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11
Q

How should aggregate be stored?

A

On a sloped, clean, stable surface with coarse and fine kept separate.

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12
Q

What increases drying costs and reduces plant capacity?

A

Excess moisture in fine aggregates.

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13
Q

Why cover aggregate stockpiles?

A

To reduce moisture accumulation from rain.

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14
Q

Why should tarps not be placed directly on aggregate?

A

Moisture collects under the tarp instead of evaporating.

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15
Q

Why place tarp on fine aggregate if only one roof is used?

A

Fine aggregate has higher moisture content.

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16
Q

What causes aggregate problems?

A

Mishandling during stockpiling and load-out.

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17
Q

How should stockpiles be constructed?

A

In horizontal or gently sloping layers.

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18
Q

What reduces moisture damage in HMA mixes?

A

Adding 1 - 2 Percent hydrated lime by weight.

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19
Q

What is the slurry proportion for hydrated lime?

A

1 part lime to 3 parts water.

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20
Q

How often should moisture content be tested?

A

At least twice a day and after moisture changes.

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21
Q

How should the front-end loader remove aggregate?

A

Perpendicular to flow to minimize segregation.

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22
Q

Purpose of liquid antistrip materials?

A

Improve adhesion and resistance to moisture damage.

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23
Q

Ideal moisture content after drying aggregates?

A

Less than 0.5%, ideally less than 0.2%.

24
Q

What limits RAP fed into hot elevator?

A

Heating process as material travels to top.

25
How does end-dump truck deliver HMA?
By raising bed and letting mix slide into hopper.
26
What must end-dump truck bed not do?
Contact hopper or ride on paver.
27
How does belly-dump truck deliver HMA?
Deposits mix into a window in front of paver.
28
What does pickup machine do?
Ensures continuous supply of mix for paver.
29
What does the MTV allow the paver to do?
Operate continuously without stopping between loads.
30
What problem does the MTV solve?
Eliminates truck bumping the paver.
31
When should MTV be stopped?
If a gap occurs, stop MTV without emptying.
32
Why keep paver hopper half full?
To keep material level constant and mat smooth.
33
What should be done if rain is light and surface is tacked?
Trucks should unload quickly and rollers follow.
34
When should HMA not be continued?
If puddles of water are present.
35
What should truck driver do before bumping paver?
Stop just short of laydown machine.
36
How to unload if mix tends to segregate?
Raise bed to break load before tailgate opens.
37
Why flood hopper with mix from truck?
Reduces segregation behind paver screed.
38
When should prime coat be applied?
At least 48 hours before paving.
39
Purpose of leveling course?
Improve rideability or fill low pavement spots.
40
When to stop the paver?
Stop quickly and before mix drops below gates.
41
What happens as the paver moves forward a distance of at least 5 times the length of the leveling or tow arms?
Screed floats to new elevation; mat is thicker.
42
What is minimum taper ratio for joints?
12:1 for taper length to thickness.
43
Max overlap at longitudinal joints?
25 to 38 mm (1 to 1 ½ in.).
44
Where should the level of the mix be at joint?
Above compacted mix by 6 mm for each 25 mm (¼ in. per 1 in.).
45
How to compact longitudinal joint?
Roll from hot side, overlapping 150 mm (6 in.) over cold mat.
46
What is the 'one third rule' for compaction?
Course depth should be 3 times the nominal max aggregate size.
47
What are the two types of surface waves?
Short and long
48
Cause of short waves or ripples?
Fluctuating material head in front of paver.
49
Cause of roughness or washboarding?
Improper vibratory roller operation.
50
Cause of screed marks?
Improper screed extension settings.
51
What causes poor screed responsiveness?
Loss of self-leveling by floating screed.
52
What causes surface shadows?
Overloading of augers.
53
Main concern of surface shadows?
Visual appearance to drivers.
54
What is shoving in an HMA layer?
Displacement in a longitudinal direction.
55
What is rutting in an HMA layer?
Displacement in vertical and transverse directions.
56
Main cause of shoving and rutting?
Unstable HMA mixture.