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

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Compute the dust proportion for the asphalt mixture having the following properties:

**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
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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