Question: Question 5 : A hot mix asphalt ( HMA ) surface course ( 3 8 mm thick ) is being designed for a project expected

Question 5:
A hot mix asphalt (HMA) surface course (38 mm thick) is being designed for a project expected to carry \(20,000,000\) ESALs over the life of the pavement. The design uses a 12.5 mm nominal maximum aggregate size. Three stockpiled aggregates are used in the mix, with their percentages and bulk specific gravities (Gsb) provided in Table 1 below:
Table 1: Aggregate Blend Details
- Additional properties of the compacted HMA surface mix are as follows:
- Bulk Specific Gravity of the Mixture \(\left(\mathrm{G}_{\mathrm{mb}}\right)=2.425\)
- Theoretical Maximum Specific Gravity \(\left(\mathrm{G}_{\mathrm{mm}}\right)=2.521\)
- Asphalt Binder Specific Gravity \(\left(\mathrm{G}_{\mathrm{b}}\right)=1.015\)
- Asphalt Content \(\left(\mathrm{P}_{\mathrm{b}}\right)=5.0\%\)(by mass of total mix)
- Percent passing No.\(200=5.3\%\)
Based on the information given for this problem, perform the folooiwng tasks:
1. Calculate the bulk specific gravity of the combined aggregates
2. Calculate the effective specific gravity of the aggregate blend
3. Calculate the absorbed asphalt for the mixture
4. Calculate the effective asphalt for the mixture
5. Calculate the percent voids in the mixture
6. Calculate the percent voids in mineral aggregate for the mixture
7. Calculate the percent voids filled with asphalt for the mixture
8. Calculate the dust-to-asphalt ratio
9. Check if the current mix properties satisfy Superpave specifications.
(5 Points)
(5 Points)
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(5 Points)
Question 5 : A hot mix asphalt ( HMA ) surface

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