Problem 4 (15pts) Compute the dust proportion for asphalt mixture having the following properties Blend 19mm NMAS; Composition and properties Proportion Agg CS-1 (19mm) Gsb Gsa 66% 2.51 2.66 SSG-1 8% 2.59 2.61 SSG-2 21% 2.61 2.63 Man. Sand 5% 2.58 2.71 • Gb = 1.0173 Percent binder 5.5% % passing #200 sieve = 3.1 Measured maximum specific gravity of the mix is 2.3850
Problem 4 (15pts) Compute the dust proportion for asphalt mixture having the following properties Blend 19mm NMAS; Composition and properties Proportion Agg CS-1 (19mm) Gsb Gsa 66% 2.51 2.66 SSG-1 8% 2.59 2.61 SSG-2 21% 2.61 2.63 Man. Sand 5% 2.58 2.71 • Gb = 1.0173 Percent binder 5.5% % passing #200 sieve = 3.1 Measured maximum specific gravity of the mix is 2.3850
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Compute the dust proportion for the asphalt mixture having the following properties:

Transcribed Image Text:**Problem 4 (15pts)**
Compute the dust proportion for an asphalt mixture with the following properties:
- **Blend 19mm NMAS; Composition and Properties**
| Aggregate | Proportion | Gsb | Gsa |
|-----------|------------|-----|-----|
| CS-1 (19mm) | 66% | 2.51 | 2.66 |
| SSG-1 | 8% | 2.59 | 2.61 |
| SSG-2 | 21% | 2.61 | 2.63 |
| Man. Sand | 5% | 2.58 | 2.71 |
- **Additional Information**
- Gb = 1.0173
- Percent binder = 5.5%
- % passing #200 sieve = 3.1
- Measured maximum specific gravity of the mix is 2.3850
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