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Asphalt 1 Test Review questions with accurate detailed solutions

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Asphalt 1 Test Review questions with accurate detailed solutions

Institution
NECEPT Asphalt
Course
NECEPT Asphalt

Content preview

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
|| || || || || || ||

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Institution
NECEPT Asphalt
Course
NECEPT Asphalt

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