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A series of questions and answers related to asphalt pavement construction, focusing on mix design, testing, and field practices. It covers topics such as asphalt binder types, density core cutting, compaction consistency, straightedge usage, temperature control, and tack coat application. The questions address practical aspects of asphalt paving, including quality control, material properties, and construction procedures, providing insights into best practices for achieving durable and smooth asphalt pavements. This material is useful for civil engineering students and professionals involved in road construction and maintenance, offering a concise review of key concepts and procedures in asphalt paving.
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A full lot of super pave asphalt is what size? 1,000 tons 1,000 to 2000 tons 2000 to 4000 tons 1 days production - ✔✔2000 to 4000 tons Which is not typically used as an asphalt binder in fdot mix designs? PG 52- 28 PG 58- 22 PG 62- 22 PG 76-22(PMA) PG 82-22 (PMA) - ✔✔PG 62- 22 Who cuts the density cores used for verification testing? The verification technician The contractor The independent verification testing technician None of the above - ✔✔The contractor A full lot is composed of 5 sublots and 4 cores per lot T/F - ✔✔False
What is the most important for consistent compaction of asphalt mix? The mix is hotter in temperature The mix is colder in temperature The mix is uniform in temperature Temperature of the mix does not affect compaction - ✔✔The mix is uniform in temperature Referring to general stationing guidelines, R1 would be ____ than R Closer to centerline Closer to outside shoulder Closure to the inside shoulder Both A and C - ✔✔Both A and C While using the rolling straightedge, if the needle goes in the red zone indicating an unacceptable high spot in the section, you then - ✔✔Mark the pavement where the needle first goes into the red zone and place another mark where the needle leaves the red zone and continue For bridge approach slabs, the 15 foot manual straightedge should be set so ____ is on the bridge deck. 1 inch Exactly 1/2 of the straightedge The entire straightedge None of the above - ✔✔1 inch
The lane width Height from the end of the level to pavement surface The diameter of the bubble in the level - ✔✔Level length and height from the end of level to pavement surface When paving 5 foot wide shoulders or open-graded friction course FC-5 cores should be taken at the frequency of... 1 per 100 feet 5 per lot 5 per sub lot 1 per 1000 feet None of the above - ✔✔None of the above Density cores for acceptance testing are not required for: Mix less than 1 inch thick Shoulders less than 5 feet wide Acceleration and deceleration lanes less than 1000 feet in length Ramos less than 1000 feet - ✔✔All of the above If a core sample is needed just after paving then Coring can be done immediately Let the pavement be cool to the touch before coring Run extra water from the core rig while coring
Wait until the pavement surface temperature has cooled below 160 degrees before coring - ✔✔Wait until the pavement surface temp has cooled below 160 degrees before coring Align the core barrel over the marked sampling location so that It is a slight angle to the pavement It is perpendicular to the truck bumper It is perpendicular to the pavement surface The top of the barrel is tilted slightly towards the truck - ✔✔It is perpendicular to the pavement surface How should asphalt cores be stored when transporting in hot weather? Stacked on top of each other in a box for each project being sampled By standing them upright in a cool shady location By lying them flat in the back of a truck In the cab of a un air conditioned truck - ✔✔By standing them upright in a cool shady location Asphalt placed when the mix temperature is too low can cause which of the following problems? Texture problems Density may not be achieved Ride or smoothness problems All the above - ✔✔All the above What is the most accepted way to take the temperature of the hot Mix asphalt in the truck?
Reject the load exceeding the master range temperature target Check the next 5 loads to see if in tolerance and notify the plant - ✔✔No action is required What temperature is tack coat material corrected to for tack spread rate calculations? 60 77 175 320 - ✔✔ 60 Tack coats are required Betweeen successful lifts of asphalt base material On all structural course asphalt layers to constructing the next course None of the above Both A and B - ✔✔Both A and B The application rate for PG 52-28 tack is the same as for emulsion T/F - ✔✔False A tack truck distributor tank reading of 20/15 translates to - ✔✔20 inches 15/16s inches A temperature corrected quantity of tack to 60 degrees in gallons will be ___ than the original measured amount measured at higher temperature. More Less
The same as None of the above - ✔✔More What are the units used in determining the asphalt mix spread rate? - ✔✔Lbs/yd^ Using the random number sheet, what is required to calculate the core location on the roadway? A mix spread rate, thickness, width Mix temperature, tons, thickness, width Random tons, mix spread rate, width, starting station - ✔✔Random tons, mix spread rate, width, starting station If the calculated core location is a distance of 544 feet from the starting station of 123+98, what is the station number of the core? - ✔✔129+ To convert from tons to pounds Multiply by 9 Divide by 9 Multiply by 2000 Divide by 2000 - ✔✔Multiply by 2000