Test Chapter 2_Roadways Flashcards
According to the AASHO, for bituminous pavements PSI is an abbreviation for:
Present Servicability Index
The FIRST step in planning and programming a roadway pavement management system is to evaluate
The conditions of the roads in the system.
U.S. Federal highway Administration defines asphalt maintenance as including work designed primarily for rejuvenation or protection of existing surfaces less than _____ inch minimum thickness
3/4
According to the AASHO, a bituminous pavement that is in extremely poor condition will have a PSI
below 1.5
Of the following, the one that is LEAST likely to be a test for asphalt is
Specific gravity
Aggregates for use in bituminous pavements should be tested for grading
Abrasion, soundness, and deleterious material
The standard method currently in use in inspecting bituminous paving is to inspect each activity in detail as the paving work is being installed. In recent years some agencies use a different method of inspection known as
Statistically controlled quality assurance method
The maintenance phase of a highway management system includes the establishment of a program and schedule of work based largely on budget considerations, the actual operations of crack filling, patching, etc. and
Acquisition and processing of data
In a bituminous asphalt pavement, the progressive separation of aggregate particles in a pavement from the surface downward or from the edges inward is the definition of
raveling
The bituminous pavement condition for the purpose of overlay design includes ride quality, structural capacity, skid resistance and
Surface distress
An asphalt mix is being transferred from an asphalt truck to the hopper of the paving machine. Blue smoke rises from the material being emptied into the hopper of the paving machine. This means that the
Mix is overheated.
Polished aggregate in an asphalt pavement are aggregate particles that have been rounded and polished smooth by traffic. This is a
Poor condition as it promotes skidding.
A slippery asphalt surface requires a skid-resistant surfacing material. Of the following, the cover that would be most appropriate is a(n)
Asphalt emulsion slurry seal
The maximum size of aggregate in a hot mix asphalt concrete surfacing and bases allowed by the Federal Highway Grading A is
1 1/2 inches
Wet sand weighs 132 pounds per cubic foot and contains 8% moisture. The dry weight of a cubic foot of sand is
122.2 pounds