Question: Question 5 : A hot mix asphalt ( HMA ) surface course ( 3 8 mm thick ) is being designed for a project expected
Question :
A hot mix asphalt HMA surface course mm thick is being designed for a project expected to carry ESALs over the life of the pavement. The design uses a mm nominal maximum aggregate size. Three stockpiled aggregates are used in the mix, with their percentages and bulk specific gravities Gsb provided in Table below:
Table : Aggregate Blend Details
Additional properties of the compacted HMA surface mix are as follows:
Bulk Specific Gravity of the Mixture leftmathrmGmathrmmbright
Theoretical Maximum Specific Gravity leftmathrmGmathrmmmright
Asphalt Binder Specific Gravity leftmathrmGmathrmbright
Asphalt Content leftmathrmPmathrmbrightby mass of total mix
Percent passing No
Based on the information given for this problem, perform the folooiwng tasks:
Calculate the bulk specific gravity of the combined aggregates
Calculate the effective specific gravity of the aggregate blend
Calculate the absorbed asphalt for the mixture
Calculate the effective asphalt for the mixture
Calculate the percent voids in the mixture
Calculate the percent voids in mineral aggregate for the mixture
Calculate the percent voids filled with asphalt for the mixture
Calculate the dusttoasphalt ratio
Check if the current mix properties satisfy Superpave specifications.
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