Asphalt 1 Test Review questions with accurate detailed || || || || || || || ||
solutions
A thin layer of mix will cool at the same rate whether it is sunny or cloudy - ✔✔False
|| || || || || || || || || || || || || || || || || ||
A transverse joint should be compacted in the longitudinal direction unless the roller cannot
|| || || || || || || || || || || || || ||
compact the joint because site restriction then it is permissible to be compacted transversely -
|| || || || || || || || || || || || || || ||
✔✔False
An approximate "rule of thumb" is for every _______ percent increase in air voids above (6 to
|| || || || || || || || || || || || || || || || ||
7%) about _______ percent of the pavement life may be loss - ✔✔1 and 10
|| || || || || || || || || || || || || ||
An end plate (or end gate or edger plate) is attached to the end of the screed to restrict the outward
|| || || || || || || || || || || || || || || || || || || || ||
movement of the mix around the end of the screed - ✔✔True || || || || || || || || || || ||
An extremely high paver speed - more than ______, for thick lift, may cause a lack of
|| || || || || || || || || || || || || || || || ||
responsiveness of the screed - ✔✔83 feet per minute || || || || || || || ||
Butt joints are acceptable when traffic will not pass over the joint prior to the next paving
|| || || || || || || || || || || || || || || || ||
operation - ✔✔True || ||
Durang, rolling, rolling wheels, are kept moist with water, and only enough fuel oil to avoid
|| || || || || || || || || || || || || || || ||
picking up material - ✔✔False || || || ||
Elimination of segregation is the responsibility of - ✔✔Those who produce and lay assault mix
|| || || || || || || || || || || || || ||
State Highway Departments who approve the design of the mix and inspect the final product
|| || || || || || || || || || || || || ||
, Manufacturers who designed the market machinery for the paving industry. || || || || || || || || ||
For asphalt mixes, it can be expected that approximately ______ to _____ percent of the
|| || || || || || || || || || || || || || ||
theoretical maximum density of the mix will be realized in the mix when it passes out from under
|| || || || || || || || || || || || || || || || || ||
a vibratory paver screed - ✔✔70 to 80
|| || || || || || ||
If the air voids are above ______ percent for a SM-9.5A, the mix will be permeable to air and
|| || || || || || || || || || || || || || || || || || ||
water, and will not have the required durability - ✔✔7 to 8
|| || || || || || || || || || ||
If the mat is being laid down at a facer rate, then it can be rolled, the solution should be to ______
|| || || || || || || || || || || || || || || || || || || || || ||
- ✔✔Slow down the paver
|| || || ||
Use larger, wider rollers. || || ||
Use more rollers || ||
If traffic will pass over the end of the paving, a butt joint will be permitted, provided proper
|| || || || || || || || || || || || || || || || || ||
compaction is achieved - ✔✔False || || || ||
If traffic will pass over the transverse joint, constructive slubbed wage, at least_____feet per inch
|| || || || || || || || || || || || || || ||
of pavement depth, ahead of end of the full debt payment to provide for proper compassion and
|| || || || || || || || || || || || || || || || ||
protection of the full depth pavement - ✔✔3 || || || || || || ||
It typically takes ___t ow lengths (the length between the toe point, and the screed) after a desired
|| || || || || || || || || || || || || || || || || ||
level is input for a screed to arrive at the new level - ✔✔5
|| || || || || || || || || || || || ||
Cold lane - ✔✔A previously paved lane
|| || || || || ||
Hot lane - ✔✔A lane being currently placed
|| || || || || || ||
solutions
A thin layer of mix will cool at the same rate whether it is sunny or cloudy - ✔✔False
|| || || || || || || || || || || || || || || || || ||
A transverse joint should be compacted in the longitudinal direction unless the roller cannot
|| || || || || || || || || || || || || ||
compact the joint because site restriction then it is permissible to be compacted transversely -
|| || || || || || || || || || || || || || ||
✔✔False
An approximate "rule of thumb" is for every _______ percent increase in air voids above (6 to
|| || || || || || || || || || || || || || || || ||
7%) about _______ percent of the pavement life may be loss - ✔✔1 and 10
|| || || || || || || || || || || || || ||
An end plate (or end gate or edger plate) is attached to the end of the screed to restrict the outward
|| || || || || || || || || || || || || || || || || || || || ||
movement of the mix around the end of the screed - ✔✔True || || || || || || || || || || ||
An extremely high paver speed - more than ______, for thick lift, may cause a lack of
|| || || || || || || || || || || || || || || || ||
responsiveness of the screed - ✔✔83 feet per minute || || || || || || || ||
Butt joints are acceptable when traffic will not pass over the joint prior to the next paving
|| || || || || || || || || || || || || || || || ||
operation - ✔✔True || ||
Durang, rolling, rolling wheels, are kept moist with water, and only enough fuel oil to avoid
|| || || || || || || || || || || || || || || ||
picking up material - ✔✔False || || || ||
Elimination of segregation is the responsibility of - ✔✔Those who produce and lay assault mix
|| || || || || || || || || || || || || ||
State Highway Departments who approve the design of the mix and inspect the final product
|| || || || || || || || || || || || || ||
, Manufacturers who designed the market machinery for the paving industry. || || || || || || || || ||
For asphalt mixes, it can be expected that approximately ______ to _____ percent of the
|| || || || || || || || || || || || || || ||
theoretical maximum density of the mix will be realized in the mix when it passes out from under
|| || || || || || || || || || || || || || || || || ||
a vibratory paver screed - ✔✔70 to 80
|| || || || || || ||
If the air voids are above ______ percent for a SM-9.5A, the mix will be permeable to air and
|| || || || || || || || || || || || || || || || || || ||
water, and will not have the required durability - ✔✔7 to 8
|| || || || || || || || || || ||
If the mat is being laid down at a facer rate, then it can be rolled, the solution should be to ______
|| || || || || || || || || || || || || || || || || || || || || ||
- ✔✔Slow down the paver
|| || || ||
Use larger, wider rollers. || || ||
Use more rollers || ||
If traffic will pass over the end of the paving, a butt joint will be permitted, provided proper
|| || || || || || || || || || || || || || || || || ||
compaction is achieved - ✔✔False || || || ||
If traffic will pass over the transverse joint, constructive slubbed wage, at least_____feet per inch
|| || || || || || || || || || || || || || ||
of pavement depth, ahead of end of the full debt payment to provide for proper compassion and
|| || || || || || || || || || || || || || || || ||
protection of the full depth pavement - ✔✔3 || || || || || || ||
It typically takes ___t ow lengths (the length between the toe point, and the screed) after a desired
|| || || || || || || || || || || || || || || || || ||
level is input for a screed to arrive at the new level - ✔✔5
|| || || || || || || || || || || || ||
Cold lane - ✔✔A previously paved lane
|| || || || || ||
Hot lane - ✔✔A lane being currently placed
|| || || || || || ||